Earthquakes and People's Health

Table of Contents and People's Health...... 1 INTRODUCTION...... 1 ILLUSTRATIONS (COLOUR PHOTOS)...... 2 Opening Addresses...... 7 PART 1 − KEYNOTE PRESENTATIONS...... 12 The epidemiology of earthquakes: implications for vulnerability reduction, mitigation and relief...12 Seismological forecasting: prospects within the International Decade for Reduction...... 18 Health implications of earthquakes: physical and emotional injuries during and after the Northridge earthquake1...... 20 An overview of the Insurance Programme in ...... 28 Summary...... 32 PART 2 − THE CONSEQUENCES OF EARTHQUAKES ON PEOPLE'S HEALTH...... 33 Medical consequences...... 33 Health consequences...... 45 Panel discussions (synthesis)...... 65 PART 3 − VULNERABILITY REDUCTION AND PREPAREDNESS...... 69 Forecasting of seismic hazards...... 69 Masterplans...... 79 Earthquake−resistant ...... 89 Earthquake−proofing of hospitals...... 102 Emergency preparedness: organization and logistics...... 113 PART 4 − REHABILITATION...... 142 Rehabilitation of earthquake victims: social and health aspects (the Cairo 1992 experience).....142 Basic principles of resort rehabilitation of earthquake victims...... 148 Financial aspects following an earthquake: the bank's point of view...... 149 Industrial reconstruction after the Great Hanshin−Awaji Earthquake...... 151 Experience from rehabilitation and reconstruction of Skopje after the 1963 earthquake...... 154 Summary...... 160 PART 5 − COUNTRY EXPERIENCES...... 162 Lessons learned from the Great Hanshin−Awaji Earthquake...... 162 Earthquake preparedness in Chile...... 165 Health aspects of disaster preparedness in the former Yugoslav Republic of Macedonia...... 169 Public health preparedness in relation to disasters...... 179 Country profile: Costa Rica...... 185 Jordan's plan to face earthquakes...... 186 PART 6 − SUMMING UP...... 187 Reports from the Working Groups...... 188 Conclusions and recommendations...... 192 Closing session...... 193 Glossary...... 194 Participants...... 194 Annexes...... 197

i ii Earthquakes and People's Health

WHO/WCK/SYM/97.1 ENGLISH ONLY DISTR: GENERAL

WORLD HEALTH ORGANIZATION CENTRE FOR HEALTH DEVELOPMENT KOBE, JAPAN

Earthquakes and People's Health Vulnerability Reduction, Preparedness and Rehabilitation

PROCEEDINGS OF A WHO SYMPOSIUM KOBE, 27−30 JANUARY 1997

World Health Organization 1997

This document is not a formal publication of the World Health Organization (WHO), and all rights are reserved by the Organization. The document may, however, be freely reviewed, abstracted, reproduced or translated, in part or in whole, but not for sale or for use in conjunction with commercial purposes.

The texts in this document by named authors are based on their presentations at the WHO Symposium

"Earthquakes and People's Health − Vulnerability Reduction, Preparedness and Rehabilitation" held at Kobe, Japan, 27−30 January 1997.

The views expressed in documents by named authors are solely the responsibility of those authors.

INTRODUCTION

The International Symposium on Earthquakes and People's Health, held in Kobe from 27 to 30 January 1997, was an important event for three main reasons.

Firstly, the symposium commemorated the second anniversary of the Great Hanshin−Awaji Earthquake which struck the urban areas of Kobe, leaving 6300 people dead, 30 000 injured and 300 000 homeless. Distressing as they may be, statistics of human and material loss can never adequately express the extent of suffering and disruption caused by such disasters which call for the utmost sympathy and support.

The amount of casualties and damage caused by earthquakes worldwide has increased markedly over the last decades. Urbanization and modern technology have brought with them many benefits for our daily lives but they also increase specific risks for people's health and the environment. Such risks must be carefully assessed and taken into account by town planners as urbanization is expected to grow steadily. It is estimated that by the year 2000 half of the world's population will live in urban areas.

Secondly, this was already the second symposium held by the WHO Kobe Centre for Health Development during its first year of existence. I wish to acknowledge the generous support of the Hyogo−Kobe community to the Centre which made it possible to organize this symposium and express my gratitude to the Hyogo Prefecture, the City of Kobe and Kobe Steel Ltd. As a result of the symposium, the WHO Centre itself is now better equipped to enhance its research and cooperation activities in support of health development both locally and worldwide.

Thirdly, the symposium attracted 190 participants from 21 countries, five international organizations and a large variety of disciplines. Representation was truly intersectoral and useful proposals were made for tackling not only the health consequences of earthquakes but also issues related to vulnerability reduction. These include recommendations for improved structural standards, organization and logistics. The importance of community participation was stressed to enable rapid and effective emergency response, particularly in the first hours after an earthquake. This requires careful planning, management and training, far ahead of time.

1 Coordination must be ensured, between central and local governments as well as with the local people and volunteers. Similarly, the long−term harm done by disasters can be overcome more quickly if rehabilitation activities are well coordinated and involve consultation and participation of the local communities.

Guidelines on the rapid assessment of health needs in cases of emergency, and on community preparedness, are being prepared by WHO in close cooperation with UNHCR, UNICEF, the Red Cross and Red Crescent Societies and Médecins Sans Frontières.

The International Symposium on Earthquakes and People's Health, held by the WHO Kobe Centre for Health Development, has made an important contribution to WHO’s overall activities in the areas of standard−setting, technical cooperation and public information, which are all essential parts of its Constitutional mandate.

Hiroshi Nakajima, M.D., Ph.D. Director−General

ILLUSTRATIONS (COLOUR PHOTOS)

Photo credits

Fig. 1: Collapsed elevated freeway in center of Kobe, courtesy of The Japan Society of Civil Engineers

Fig. 2: Central part of Kobe destroyed by fire, courtesy of Swiss Reinsurance Company, Zurich, Switzerland and Christian Brauner, Freiburg i. Breisgau, Germany

2 Fig. 3: Collapsed exit/access freeway ramps, courtesy of Swiss Reinsurance Company, Zurich, Switzerland and Christian Brauner, Freiburg i. Breisgau, Germany

Fig. 4: Twisted tracks and trains in Kobe railroad yard, courtesy of The Japan Society of Civil Engineers

Fig. 5: Collapsed elevated freeway section, courtesy of The Japan Society of Civil Engineers

3 Fig. 6: House in Kobe, courtesy of Swiss Reinsurance Company, Zurich, Switzerland and Christian Brauner, Freiburg I. Breisgau, Germany

Fig. 7: Modern high−rise building, courtesy of The Japan Times Limited (Kimio Ida and Toshiki Sawaguchi)

4 Fig. 8: Port facilities, courtesy of The Japan Society of Civil Engineers

Fig. 9: Concrete building, courtesy of Prof. Nagasawa, Tokyo University

5 Fig. 10: Document storage, courtesy of Prof. Nagasawa, Tokyo University

Fig. 11: X−ray equipment, courtesy of Prof. Nagasawa, Tokyo University

6 Fig. 12: Computer equipment, courtesy of Prof. Nagasawa, Tokyo University

Front cover: View of Kobe, courtesy of Hyogo Prefectural Government

Back cover: Kobe Street, courtesy of Swiss Reinsurance Company, Zurich, Switzerland and Christian Brauner, Freiburg i. Breisgau, Germany

Opening Addresses

A. Wojtczak, Director, WHO Centre for Health Development

The topic of the International Symposium on Earthquakes and People's Health is of global significance and marks the second anniversary of the Great Hanshin−Awaji Earthquake which struck Kobe in 1995.

In different parts of the world tragic disasters due to earthquakes or cyclones quite often occur, and effective emergency preparedness today goes beyond what the health sector can do alone. Therefore, if we want the impact of disasters to be reduced, institutional and sectoral barriers have to be broken down, and planning and implementation of emergency preparedness should from its inception involve all sectors and organizations that have a role to play when disaster strikes.

Disasters also have long−term effects on the physical and mental health of the population, and these effects have not attracted enough attention from the point of view of preventive measures. Therefore, the aim of our symposium is to cover both short−term and long−term aspects of health, based on national and international experiences. The symposium provides a forum for the exchange of cross−sectoral and multidisciplinary knowledge on issues related to earthquakes and health. In addition, there will be an opportunity to learn from Kobe's earthquake experience.

The subtitle of the symposium, "Vulnerability Reduction, Preparedness and Rehabilitation" states quite clearly where we would like to see the lessons learned being applied in the future. The keynote presentations introduce the most important underlying issues, followed by more details on short−term and long−term effects as well as rehabilitation and prevention.

The three−and−a−half day programme features six plenary sessions, four panel discussions, three parallel workshops and a field visit to the Kobe earthquake sites. The outcomes of the symposium should provide advice to policy−makers and experts in the field and should identify areas where further research may be required.

The organization of this international symposium is an expression of our deep appreciation to the people and the authorities of the Hyogo−Kobe community which, despite the disastrous effects of the earthquake which struck this city, went ahead and established this Centre. It is also a symbol of the determination of the people

7 of Kobe and a contribution to the health of people throughout the world. Therefore, I should like to express our thanks to the people of Kobe and our admiration to Hyogo Prefecture and Kobe City administrations for their modem and far−sighted vision that resulted in a speedy recovery from this disaster.

H. Nakajima, Director−General, World Health Organization

I am pleased to welcome you all to this international symposium, the second to be organized by the WHO Centre for Health Development in Kobe since it was inaugurated in March 1996.

During this symposium you will deal with the subject of earthquakes and people's health, a topic of major importance to the global community and to the people of Japan in particular. Two years ago, the Great Hanshin−Awaji Earthquake struck the urban area of Kobe. It is difficult to adequately express the extent of suffering and disruption caused by such disasters which endure for a long time.

In the last decade, several highly destructive earthquakes have hit urban areas: Mexico City in 1985, () in 1988, Loma Prieta (USA) in 1990, Erzincan (Turkey) in 1992, Northridge in 1994 and finally Kobe in 1995. These earthquakes have shown the devastating impact disasters can have on areas with high population densities. An additional and major factor of risk for people's health in these areas is the concentration of industrial hazards such as chemical or nuclear plants. This underscores the importance of planning and coordinating carefully at all stages of urban development, so as to reduce the city's overall vulnerability to both natural and man−made disasters.

The United Nations General Assembly designated the 1990s as the International Decade of Natural Disaster Reduction, focusing on the cycle of prevention, mitigitation, preparedness, response and recovery. Within its own area of competence, WHO has been an active partner in this international cooperation effort. In particular, it has promoted multisectoral approaches to emergency management, vulnerability analysis and planning. These include designing frameworks for country programmes, working out technical standards and indicators, and providing support for training.

WHO has a global network of collaborating centres which is an extremely valuable source of expertise on specific aspects of emergency preparedness and response. Since 1992, a WHO expert panel has advised Member States on emergency−related issues and humanitarian action. We have been developing close working relations with various partners in the public and private sectors, including intergovernmental, nongovernmental and community−based organizations.

One important part of WHO’s work in the area of vulnerability reduction and emergency preparedness is the definition of standards and guidelines and their dissemination through the publication of manuals on technical matters related to this area of responsibility. A number of these manuals are prepared in partnership with such bodies as the Office of the United Nations High Commissioner for Refugees (UNHCR), UNICEF, the International Committee of the Red Cross, the International Federation of Red Cross and Red Crescent Societies and Médecins Sans Frontières. At present we are preparing guidelines on:

− rapid health assessment, to ensure an effective response to the immediate health needs of the population in an emergency;

− community preparedness, to assist local government, planning officers and community leaders in building up their capacity to prepare for and respond to emergencies.

The work cosponsored by WHO also covers issues such as environmental health, nutritional needs, and generic specifications for emergency relief items. These specifications include guidelines for drug donation. WHO has repeatedly drawn attention to the need to ensure that donated emergency medical aid should be appropriate, safe and effective. This standardization work must be done in advance, as part of emergency preparedness, so that precious time and manpower are not wasted on sorting out donations when disasters occur and thousands of people have to be cared for urgently with safe and effective drugs and equipment.

There are many illustrations of the need for such standardization. After the Armenian earthquake in 1988, 5000 tonnes of medical supplies and drugs were donated. Of the 2500 tonnes of drugs sent, only one−third was immediately usable; nearly a quarter had to be rejected or destroyed upon arrival, and one−fifth was inappropriate for an emergency. In the recent Rwandan crisis, a large donation of unwanted and unrequested antibiotics was sent. Aid workers and local health officials then had to find a way to destroy six million tablets,

8 which presented an added risk of producing multidrug resistance in the local population. Clearly, international agreement is needed on which medical supplies and drugs are most necessary in the early phases of an emergency. This will contribute to providing care, avoiding waste, and improving the effectiveness and coordination of national and international action.

Another important part of our work is related to prevention. In earthquake−prone areas, particularly large cities, this involves advocating and supporting the improvement of construction standards and reinforcement of infrastructure such as bridges, elevated roads and railway lines. I know that the Japan Civil Engineering Association, for example, is devoting much of its attention to this very difficult problem, learning from the tragic Kobe experience. "Cities at risk" was the 1996 theme of the United Nations International Decade for Natural Disaster Reduction. The theme was part of the Habitat II agenda, which dealt with the more general issue of human settlements and town planning for the next century. Cities are growing rapidly, especially in the developing countries: by the year 2000, half the world's population will be living in urban areas, and by the year 2025, 80% of these urban areas will be in the developing world.

There are many ways in which the health sector can contribute to making cities less vulnerable. These include close cooperation with town planners and local government to prevent the development in urban areas of industries that would present major health risks in an emergency. Preparedness in the health sector should include training health professionals to deal with emergencies, ensuring proper construction and maintenance of, and access to hospitals and health care centres, enlisting community participation in identifying risks, and providing information and resources to deal with them. In 1994, the World Conference on Natural Disaster Reduction adopted the Yokohama Strategy and Plan of Action for a Safer World in the 21st Century. To achieve vulnerability reduction, the strategy highlights the importance of community−based approaches, training, and involvement at all stages of intervention, including planning. The strategy stresses that preventive measures are most effective when they involve participation at all levels, from the local community, through national government, to the international community. Well−prepared communities can stop emergencies from turning into disasters.

The mission of the WHO Kobe Centre for Health Development is to carry out research on the relations between health and its determinants, including social, demographic, economic, technological and environmental factors. As emphasized by its Executive Board, WHO has an essential role to play in facilitating the exchange of information, knowledge and know−how among various partners from both the public and the private sectors, including civil society, and drawing on the wealth of scientific data, expertise and experience that is available around the world. The Executive Board particularly stressed the importance of taking full advantage of WHO’s network of collaborating centres. A key function of the WHO Centre in Kobe should be to serve as a hub for such networking.

The first symposium held by the WHO Kobe Centre in March 1996 focused on urbanization and the complex challenge it presents worldwide. It dealt with the public management of urban health, including the organization of health systems and services, and the problems linked to housing, water, sanitation and waste management. It also touched on the issue of health emergencies in large−scale urban disasters. The International Symposium on Earthquakes and People's Health takes up many of these issues again but with a slightly different perspective.

At the end of 1996, WHO devoted an issue of its World Health magazine to health needs in natural and man−made emergencies. As the magazine rightly puts it, we live in a world fraught with danger. And while we must keep up our effort to improve preventive measures and early warning systems, we must also be aware that some risk will always remain. In the face of danger, preparedness and response can be effective only if we join forces and act together. Solidarity and coordination at local, national and international levels are indispensable for reducing vulnerability, caring for the afflicted, and restoring the life and hope of the whole community.

The strong support of the Kobe community and officials, the Hyogo Prefecture, and the Japanese government for this WHO Centre demonstrates their determination to be part of this movement for international solidarity and coordination in support of health research and development. I should like to express our sincere gratitude to them all and our firm commitment to the Kobe Centre and its objectives.

9 S.T. Han, Regional Director, WHO Regional Office for the Western Pacific

It is a great pleasure for me to join the Director−General, Dr Nakajima, in congratulating the WHO Centre for Health Development for organizing this important symposium. I also wish to add my personal thanks and my endorsement for this important initiative.

History has shown that humanity is indeed extremely vulnerable to earthquakes, cyclones, epidemics, famine, floods and other such natural disasters. A large number of countries of the Western Pacific Region are part of the ring of fire of the Pacific and are particularly vulnerable to earthquakes, tsunamis and volcanic eruptions− We are currently acutely aware of this as we continue to see the suffering from the 1991 volcanic eruption of Mount Pinatubo in the Philippines and of course from the Great Hanshin−Awaji Earthquake in Japan. These were two of the largest natural disasters to affect our planet in recent years.

On the more positive side, recent history has also shown us that the impact of disasters can often be significantly mitigated by careful planning and preparedness and through efficient coordination of relief efforts.

We are fortunate in this Region that the international community is most generous in providing emergency relief in the form of supplies, helpers, financial aid and valuable experience. Post−disaster action is normally expensive and inefficient when compared to a sustained effort of prevention and mitigation. The Mount Pinatubo eruption and the Kobe earthquake have clearly illustrated the devastating long−term impact of disasters. We also recognize that these two events were of an extremely major scale and cannot be taken as the norm.

The objective of the WHO programme on emergency and humanitarian action in the Western Pacific Region is to promote and strengthen disaster preparedness in the Member States and to provide a prompt response to emergencies and disasters in coordination with other organizations.

At this point, I should like to take the opportunity to publicly thank the Government of Japan for the generous contribution which has enabled us to further this objective. With their support we have been able to develop activities at country level and employ a full−time emergency coordinator.

The experience from the Great Hanshin−Awaji Earthquake demonstrated what concerted and planned action by the government, communities and individuals is able to achieve. From this experience we can learn lessons for other parts of the Region and other parts of the world.

In order to address the problem, there are a few simple things that we need to focus on. We need to increase the level of awareness within all sectors of government, within the health authorities, and among the public of the need for emergency preparedness and planning with a special emphasis at the community level. We need to see emergency preparedness integrated with overall national development plans, which are so important in the early post−disaster phase and which should have adequate resources and be well coordinated with all sectors. Finally, I wish to propose that regionally and globally we should look for more effective ways to support the training and research that is needed in this important area.

This latter goal touches directly upon the purpose of this meeting and this is why I am very enthusiastic about the potential of this initiative. The topics being addressed regarding the latest information on the epidemiology of disasters, on planning, logistics, rescue and medical care are all valuable contributions. I am very encouraged by the opportunity for all of us to further share our experiences and ideas as lessons for the future.

Finally, I wish to emphasize my desire to work closely with the WHO Centre in Kobe to support our regional emergency and humanitarian action programme. I trust that in the near future our staff will have the opportunity to work with you on developing specific forms of joint collaboration. I believe that this collaboration will have a significant benefit for the people of the Region not only in emergency preparedness but also in other areas of development where we share common goals and vision.

Again I wish to thank the WHO Centre for Health Development for this excellent initiative.

10 T. Kaihara, Governor, Hyogo Prefecture

As a representative of the area affected by the Great Hanshin−Awaji Earthquake, and on behalf of the citizens of Hyogo Prefecture, I should like to thank the WHO Kobe Centre for Health Development for holding the International Symposium on Earthquakes and People's Health in commemoration of the second anniversary of the earthquake.

I should also like to extend a very warm welcome to all of you who have come from all over Japan, as well as from around the world, to participate in this symposium.

Two years have already passed since the earthquake. Following the disaster, we received support from the national government as well as tremendous cooperation from local municipalities and residents, foreign governments, and volunteers. I should like to take this opportunity to express our deep gratitude for the kindness. Strengthened by your encouragement, we have been working hard to restore and reconstruct the region.

While restoring infrastructure such as ports and roads, we have been carrying out various measures to construct permanent housing and to assist those who were affected by the earthquake with rebuilding their lives.

As we enter our third year of reconstruction, we must build on our previous efforts to work towards economic revitalization and the full restoration of normal life. However, we must not merely return things to the way they were before the earthquake. We must work to resolve the various issues facing Japan, such as population ageing and the need to create new industries that are suitable for an increasingly global economy. All our efforts must be based on a brand new concept that paves the way to a more mature society in the 21st century.

It is especially significant that the WHO Centre for Health Development should hold an international symposium to exchange knowledge and experience on earthquakes and health. There will be a field visit to areas affected by the Great Hanshin−Awaji Earthquake, as well as a panel discussion on experiences relating to the earthquake. I hope that observations made during the field visit will contribute to that discussion− I wish this symposium success and hope that all of you will find your participation both professionally and personally rewarding.

K. Sasayama, Mayor, Kobe City

I am very pleased that so many participants from Japan and overseas have come to attend the WHO Symposium here in Kobe, and I should like to welcome you sincerely on behalf of our city.

Two years have already passed since the Great Hanshin−Awaji Earthquake. In this time, we in Kobe have come to more fully understand the importance of gestures of compassion, caring and kindness during times of great difficulty. We can never fully express how much we appreciated and were encouraged by the support and heartening words we received from all over Japan and around the world while we were facing this most difficult time. I thank you all very much for your help and encouragement.

This symposium is intended to provide a forum for experts on health policy and disaster preventive measures in earthquake−stricken countries to exchange opinions and information. I hope that, as Kobe's experience is considered here, the lessons that can be gleaned from our successes and failures will prove valuable for policy−making in other areas of the world.

Throughout its history, the city of Kobe has developed and grown with the introduction of foreign cultures through its port. This year we celebrate the 130th anniversary of the opening of the Port of Kobe to international trade. Now that we are rebuilding the city and preparing to face the challenges of a new century, it is especially significant that we take advantage of our international connections and create opportunities to exchange ideas with people from all over the world.

As we in Kobe learn from your expertise and experience in other regions, I hope that you also will learn much about Kobe. I hope that you will take some time to see the recovery work that has been completed, as well as the projects that are still under way. As we continue this rebuilding process, I ask once again for your continued understanding and support.

11 J. Koizumi, Minister of Health and Welfare, Japan

I wish to offer you my sincere congratulations on the opening of the International Symposium on Earthquakes and People's Health and also to extend my best wishes for the continued success and development of the WHO Kobe Centre.

PART 1 − KEYNOTE PRESENTATIONS

The epidemiology of earthquakes: implications for vulnerability reduction, mitigation and relief

E.K. Noji1

1E.K. Noji M.D., M.P.H, is Chief of the International Emergency and Refugee Health Programs, Centers for Disease Control and Prevention (CDC), Atlanta, GA, USA.

Better epidemiological knowledge of the causes of death and types of injuries and illnesses caused by earthquakes is clearly essential for determining what relief supplies are appropriate and what equipment and personnel are needed to respond effectively to such situations, as well as to improve preparedness and reduce vulnerability to the effects of future earthquakes. The overall objective of the epidemiology of disasters is to scientifically measure and describe their health effects and the factors that contribute to these effects, with the goals of assessing the needs of disaster−affected populations, efficiently matching resources to needs, preventing further adverse health effects, evaluating programme effectiveness, and carrying out contingency planning.

This presentation focuses on the medical and public health impact of earthquakes and outlines a number of important areas where the science of epidemiology can reduce overall vulnerability to earthquakes and can contribute to improved disaster preparedness and mitigation.

Major components of vulnerability

Until earthquake prevention and control measures are adopted and mitigation actions implemented throughout the world, a single severe earthquake can cause tens of thousands of deaths and serious injuries and enormous economic losses.

During the past 20 years, earthquakes alone have caused more than a million deaths worldwide (1). Nine countries account for more than 80% of all fatalities this century and almost half of all earthquake deaths in the world during this period have occurred in just one country − China (Fig. 1.1). On 28 July 1976, at 3.42 a.m., an earthquake of magnitude 7.8 occurred in Tangshan in the northeastern part of China. In a matter of seconds, an industrial city of a million people was reduced to rubble and more than 240 000 people were killed (2). Recent accelerated urbanization in other seismically active parts of the world where population densities reach 20 000−60 000 inhabitants per square kilometre underscores the vulnerability of such areas to similar catastrophic numbers of earthquake−related deaths and injuries. In the past 10 years the world has witnessed four catastrophic earthquakes resulting in great loss of life: in Mexico City in 1985 (10 000 deaths); in Armenia in 1988 (25 000 deaths); in Iran in 1990 (40 000 deaths); and in India in 1993 (10 000 deaths) (Table 1.1). The has been relatively fortunate in terms of earthquake−related casualties so far (3). Only an estimated 1600 deaths in the USA have been attributed to earthquakes since colonial times, with over 60% of these having been recorded in California. The most serious earthquake in terms of loss of life was the 1906 San Francisco earthquake and fire that killed an estimated 700 people.

12 FIGURE 1.1. Location of earthquake deaths across the world.

Figure adapted from: Coburn AW, Pomonis A, Sakai S. Assessing strategies to reduce fatalities in earthquakes. In: Proceedings of the International Workshop on Earthquake Injury Epidemiology for Mitigation and Response, 12 July, 1989. Baltimore, Maryland. Baltimore, Johns Hopkins University, 1989:112.

Fire risks

One of the most severe secondary disasters that can follow earthquakes is fire (4). Severe shaking may cause overturning of stoves, heating appliances, lights, and other items that can ignite materials into flame. Earthquakes in Japan that trigger urban fires cause 10 times as many deaths as those that do not (4). The Tokyo earthquake of 1923, which killed more than 140 000 people, is a classic example of the potential of fires to produce enormous numbers of casualties following earthquakes. Similarly, the large fire that occurred after the 1906 San Francisco earthquake was responsible for much of the death toll following that event. More recently, the 1994 Northridge earthquake in southern California showed that strong vibrations may sever underground fuel lines or gas connection points, causing spills of volatile or explosive mixtures and resultant fires (5,6). Similarly, during the first seven hours following the 1989 Loma Prieta earthquake in northern California, San Francisco had 27 structural fires and more than 500 reported incidents of fire (7). Furthermore, the city water supply was disrupted, significantly impairing the ability to fight these fires (8).

Perhaps the most vulnerable areas of all are the informal housing sectors on the periphery of many rapidly growing cities in developing countries (so−called "squatter housing" or "shanty town" settlements). Many of these have the potential for catastrophic conflagrations following an earthquake.

Table 1.1. Earthquakes in the 20th century causing more than 10 000 deaths

Year Location (magnitude) No. killed 1985 Mexico City, Mexico (M 8.1 and 7.3) 10 000 1993 India (M 6.4) 10 000 1960 Agadir, Morocco (M 5.9) 12 000 1968 Dasht−I−Biyaz, Iran (M 7.3) 12 000 1962 Buyin Zhara, Iran (M 7.3) 12 225 1917 Indonesia (M 7.0+ 15 000 1978 Tabas, Iran (M 7.7) 18 200 1905 Kangra, India (M 8.6) 19 000 1948 Ashkabad, USSR (M 7.3) 19 800

13 1974 China (M 6.8) 20 000 1976 Guatemala City (M 7.5) 23 000 1988 Armenia, USSR (M 6.9) 25 000 1935 Quetta, Pakistan (M 7.5) 25 000 1923 Concepcion, Chile (M 8.3) 25 000 1939 Chilián, Chile (M 8.3) 28 000 1915 Avezzano, Italy (M 7.5) 32 610 1939 Erzincan, Turkey (M 8.0) 32 700 1990 Iran (M 7.7) 40 000 1927 Tsinghai, China (M 8.0) 40 912 1908 Messina, Italy (M 7.5) 58 000 1970 Ankash, Peru (M 8.3) 66 794 1923 Kanto, Japan (M 8.3) 142 807 1920 Kansu, China (M 8.5) 200 000 1976 Tangshan, China (M 7.8) 242 000 Total Approximately 1 500 000 Dams

Dams may also fail, threatening communities downstream. A standard procedure after any sizeable earthquake should be an immediate damage inspection of all dams in the vicinity and a rapid reduction of water levels in reservoirs behind any dam suspected of having incurred structural damage.

Structural factors

Trauma caused by partial or complete collapse of man−made structures is overwhelmingly the most common cause of death and injury in most earthquakes (1). About 75% of fatalities attributed to earthquakes this century were caused by the collapse of buildings that were not adequately designed for earthquake resistance, were built with inadequate materials, or were poorly constructed (9). Results of field surveys following earthquakes have demonstrated that different building types and structural systems deteriorate in different ways when subjected to strong earthquake ground−motion vibration. There is also evidence that different types of buildings inflict injuries in different ways and to different degrees of severity when they collapse (10,11,12).

Glass was one of the first in 1976 to apply epidemiology to the study of building collapse (13). He identified the type of housing construction as a major risk factor for injuries. Those living in the newer−style adobe houses were at highest risk for injury or death, while those living in the traditional mud−and−stick houses were at least risk. Figure 1.2 shows the breakdown of earthquake fatalities by cause for each half of this century. By far the greatest proportion of victims died in the collapse of reinforced masonry buildings (e.g. adobe, rubble stone or rammed earth) or unreinforced fired−brick and concrete−block masonry buildings that can collapse even at low intensities of ground−shaking and will collapse very rapidly at high intensities. Adobe structures in many highly seismic parts of the world (e.g. Iran, Pakistan, eastern Turkey, Latin America) not only have collapse−prone walls but also very heavy roofs (13,14). When they collapse, these heavy walls and roofs tend to kill many of the people inside (15,16). Unreinforced masonry buildings abound throughout earthquake−prone regions of the central United States (e.g., the New Madrid seismic zone). Most of these unreinforced masonry buildings are not equivalent to ancient construction (like Roman masonry) and remain essentially without retrofits and adequate seismic safety.

14 FIGURE 1.2. Fatalities attributed to earthquake by cause (Share of 795 000 fatalities)

FIGURE 1.2. Fatalities attributed to earthquake by cause (Share of 583 000 fatalities)

Figure from: Coburn A, Spence R, Earthquake protection. Chichester, John Wiley and Sons

Concrete−frame houses are generally safer (i.e. less likely to collapse), but they are also vulnerable and, when they do collapse, they are considerably more lethal and kill a higher percentage of occupants than do masonry buildings. In the latter half of this century, most of the earthquakes that have struck urban centres have involved the collapse of reinforced concrete buildings, and the proportion of deaths due to the collapse of concrete buildings is significantly greater than it was earlier in the century (Fig. 1.2).

Implications for vulnerability reduction, mitigation and relief

Prevention and control efforts need to be multidisciplinary and should include public education programmes, as well as better building design and improved quality of construction in those areas most likely to suffer an earthquake. The problem of earthquake casualties involves questions of seismology, the engineering of the built environment, the nature of both the physical and the sociological environments, aspects of personal and group psychology and behaviour, short−term and long−term economic issues, and many aspects of planning and preparedness.

Because of the multisectoral nature of these influences, public health and disaster response officials need to work together in the effort to develop and maintain effective seismic safety planning and earthquake mitigation programmes.

Planning scenarios for earthquakes

15 Relative chaos is likely to prevail immediately after a major earthquake. The area's residents, cut off from the outside, will initially have to help themselves and their neighbours. They can best do this if they have already planned their responses to the most likely earthquake scenarios and practiced the necessary skills. Medical preparedness plans can be built around similar earthquake scenario calculations based on the types of building likely to be affected, the population densities and settlement patterns, the size and characteristics of earthquakes expected in the region, and the medical facilities available in any given area. Such a regional hazard assessment, including "casualty scenarios", permits the development of specific training programmes for medical and rescue personnel as well as the appropriate deployment of medical and rescue equipment in advance of an earthquake disaster.

Because there never are enough rescuers or medical providers in major disasters, communities vulnerable to earthquakes should establish ongoing programmes to teach the public what to do when an earthquake occurs. These would include first aid education, basic rescue training and fire drills. Simulation exercises can be carried out jointly by volunteer groups, local fire brigades and hospitals. This training also may help to improve bystanders' responses during more common emergencies.

Early rapid assessment of the earthquake's impact

Rapid rescue of trapped victims and prompt treatment of those with life−threatening injuries can improve their outcome. Therefore early rapid assessment of the extent of damage and injuries is necessary to help mobilize resources and direct them to where they are most needed. Unfortunately, the very factors likely to cause large numbers of injuries are also likely to disrupt communications and transport and to damage medical care facilities. Public health officials need to establish in advance the procedures for surveying the affected areas.

Search and rescue

People trapped in the rubble will die if they are not rescued and given medical treatment. To maximize trapped victims' chances of survival, search−and−rescue teams must respond rapidly after a building collapses. Studies of the 1976 earthquake in Tangshan, China, the 1980 earthquake in Campania−Irpinia, Italy, the 1988 earthquake in Armenia, and the 1990 earthquake in the Philippines show that the proportion of trapped people found alive declined as the duration of entrapment increased. In the Italian study, a survey of 3619 survivors showed that 93% of those who were trapped and survived were extricated within the first 24 hours and that 95% of the deaths recorded occurred while the victims were still trapped in rubble. Estimates of the survivability of victims buried under collapsed earthen buildings in China and Turkey indicate that, within 2−6 hours, less than 50% of those buried are still alive. Although we cannot determine whether a trapped person died immediately or survived for some time under the debris, we can safely assume that more people would be saved if they were extricated sooner. As suggested by these data, teams with specialized expertise in areas such as search and rescue, on−site resuscitation and medical first aid arriving more than a couple of days after an earthquake's impact are unlikely to make much difference to the overall death toll of a large earthquake.

With the exception of personnel from countries in close geographical proximity, foreign assistance usually arrives after the local community has already carried out much of the rescue activity. For example, in southern Italy in 1980, 90% of the survivors of an earthquake were extricated by untrained, uninjured survivors who used their bare hands and simple tools such as shovels and axes. Following the 1976 Tangshan earthquake, some 200 000−300 000 trapped people crawled out of the debris on their own and went on to rescue others. They became the backbone of the rescue teams, and it was to their credit that more than 80% of those buried under the debris were rescued. Thus, life saving efforts depend heavily on the capabilities of relatively uninjured survivors and untrained volunteers, as well as those of local firefighters and other relevant professionals. This does not mean that people who were dead when they were extricated could not have been saved by a skilled team with sophisticated resources. However, people from the community can clearly play the most important role in rescue efforts if they are appropriately prepared.

Medical treatment

Just as speed is required for effective search and rescue, it is also essential for effective emergency medical services. The greatest demand occurs within the first 24 hours. Ideally, "disaster medicine" (medical care for victims of disaster) would include immediate life−supporting first aid, advanced trauma life support, resuscitative surgery, field analgesia and anesthesia, resuscitative engineering (search and rescue technology), and intensive care. Unconscious patients with either upper airway obstruction or inhalation injury or patients with correctable hypovolemia resulting from haemorrhage or bums would be especially likely to benefit from early medical intervention. Safar, studying the 1980 earthquake in Italy, concluded that 25−50%

16 of victims who were injured and died slowly could have been saved if life−saving first aid had been rendered immediately.

Data from the 1976 earthquake in Guatemala, the 1985 Mexico City earthquake, the 1988 Armenian earthquake and the 1992 earthquake in Egypt showed that injured people usually seek emergency medical attention only during the first 3−5 days following the earthquake, after which hospital case patterns return almost to normal. From the sixth day onward, the need for emergency medical attention declined rapidly and the majority of the injured required only ambulatory medical attention, indicating that specialized field hospitals that arrive one week or more after an earthquake are generally too late to help during the emergency phase. Following the 1992 earthquake in Egypt, nearly 70% of all patients with earthquake−related injuries were admitted within the first 36 hours.

The medical and public health impact of a severe earthquake may well be compounded by significant damage to medical facilities, hospitals, clinics and supply stores within the affected area. In the worst−case scenario, a hospital building may itself be damaged by the earthquake, and the hospital staff may have to continue emergency treatment without using the buildings. For example, on 17 January 1994, at 4:31 a.m. Pacific Standard Time, an earthquake registering 6.8 on the Richter scale occurred in a previously unrecognized in Los Angeles County's San Fernando Valley, killing at least 60 people. The earthquake caused considerable damage to health facilities and significant health service disruption. Immediately after the shaking stopped, structural and nonstructural damage forced several hospitals to evacuate patients and move operations outside. Structural damage forced several older hospitals and medical buildings to cease or reduce operations. During the 1985 Mexico City earthquake, which killed an estimated 7000 people, a total of 4397 hospital beds were lost (about one in four of those available in the metropolitan Mexico City area). Hospital emergency plans in earthquake areas should provide for the contingency of evacuating patients from the wards; safely removing critical equipment from operating theaters, radiology departments, and other parts of the hospital; and re−establishing routine services for patient care.

Summary

A major earthquake in a major urban area ranks as the largest potential natural disaster in highly seismic parts of the world. Most of what can be done to mitigate injuries must be done before the earthquake occurs. Researchers have identified a number of potentially important risk factors for injuries associated (either directly or indirectly) with earthquakes. Because structural collapse is the single greatest risk factor, priority should be given to seismic safety both in planning land use and in the design and construction of safer buildings.

The integration of epidemiological studies with those of other disciplines such as engineering, architecture, social science and medical sciences is essential for improved understanding of the injuries that follow earthquakes. Better epidemiological knowledge of the risk factors for death and the type of injuries and illnesses caused by earthquakes is clearly an essential requirement for determining what relief supplies, equipment, and personnel are needed to respond effectively.

Strengthening communities' self−reliance in disaster preparedness is the most fruitful way to improve the effectiveness of relief operations. In disaster−prone areas, training and education in basic first aid and rescue methods should be an integral part of any community preparedness programme. Unfortunately, because of the relatively long periods between major earthquakes, the public health community faces a special challenge in effectively communicating the hazards posed by potential earthquakes and the need to plan and take action before an earthquake occurs.

References

1. Coburn A, Spence R, Earthquake protection. Chichester, John Wiley and Sons Ltd., 1992:2−12, 74−80, 277−284.

2. Chen Y, Tsoi KL, Chen F, et al. The Great Tangshan Earthquake of 1976: an anatomy of disaster. Oxford, Pergamon Press, 1988.

3. U.S. Department of Commerce, National Oceanic and Atmospheric Administration, and U.S. Department of Interior, Geological Survey. Boulder, CO, 1982, (Pub. no. 41−1). Earthquake history of the United States revised edition with supplement for 197140.

17 4. Coburn A, Murakami HO, Ohta Y. Factors affecting fatalities and injury in earthquakes. Internal Report, Engineering Seismology and Earthquake Disaster Prevention Planning. Hokkaido, Hokkaido University, 1987.

5. Goltz JD. The Northridge, California, earthquake of January 17, 1994: general resconnaissance report. Buffalo, NY, National Centre for Research, 1994 (Technical Report NCEER 94−0005).

6. Hall JF. The January 17, 1994 Northridge, California earthquake: an EQE summary report. San Francisco, EQE International, 1994.

7. Benuska L, (ed.). Loma Prieta earthquake reconnaissance report. Earthquake Spectra, 1990,6 (Suppl.): 1−448.

8. EQE Engineering. The October 17, 1989 Loma Prieta earthquake: a quick look report. San Francisco, EQE Engineering, 1989.

9. Coburn A, Spence RJS, Pomonis A. Factors determining human casualty levels in earthquakes: mortality prediction in building collapse. In: Proceedings of the First International Forum on Earthquake−Related Casualties, Madrid, Spain, July 1992. Reston, VA, U.S. Geological Survey, 1992.

10. Noji EK, Kelen GD, Armenian HK, et al. The 1988 earthquake in Soviet Armenia: a case study. Annals of Emergency Medicine, 1990,19:891−897.

11. Armenian HK, Noji EK, Organessian AP. Case control study of injuries due to the earthquake in Soviet Armenia. Bull. World Health Organ. 1992,70:251−257.

12. Roces MC, White ME, Dayrit MM, Durkin ME. Risk factors for injuries due to the 1990 earthquake in Luzon, Philippines, Bull. World Health Organ. 1992,70:509−514.

13. Glass RI, Urrutia JJ, Sibony S, et al. Earthquake injuries related to housing in a Guatemalan village. Science 1977,197:638−643.

14. Mitchell WA, Wolniewicz R, Kolars JF. Predicting casualties and damages caused by earthquakes in Turkey. A preliminary report. Colorado Springs, CO, U.S. Air Force Academy, 1983.

15. Mehrain M. A reconnaissance report on the Iran earthquake. National Centre for Earthquake Engineering Research Bulletin 1991,5:1−4.

16. Coburn A, Petrovski J, Ristic D, et al. Mission report and technical review of the impact of the earthquake of 21 June 1990 in the provinces of Gilan and Zanjan. Earthquake reconstruction program formulation mission to the Islamic Republic of Iran. Geneva, United Nations Disaster Relief Office, 1990.

17. Ceciliano N, Pretto E, Watoh Y, et al. The earthquake in Turkey in 1992: a mortality study. Prehospital and Disaster Medicine, 1993,8:S 139.

Seismological forecasting: prospects within the International Decade for Natural Disaster Reduction

R.L. Kintanar1

1R.L. Kintanar is Chairman, International Decade for Natural Disaster Reduction, Manila, Philippines.

The United Nations International Decade for Disaster Reduction (IDNDR) officially started on 1 January 1990. The Scientific and Technical Committee which I now chair determines the policy and programme of the IDNDR but the bulk of its activities and projects are regional or national in nature.

The Philippines lies in the same Pacific ring of fire as Japan and is also affected by many of the same hazards that affect Japan. Among these are earthquakes, volcanic eruptions, typhoons, floods, droughts, wildfires and landslides. I had the personal experience of conducting a technical survey of the damage from the earthquake in Lamao on the island of Mindanao on 1 April 1955. Those who witnessed the effects of the Kobe earthquake

18 will agree with me that such an episode leaves a permanent impression and is an experience never to be forgotten.

Project RADIUS

At the beginning of the IDNDR it seemed difficult to comprehend the international dimension of disaster preparedness and to change attitudes and counter the lack of interest. Time and the increasing impact of natural disasters in a fast−developing world have made their impact on more and more of the national leaderships and on the people themselves. The IDNDR secretariat launched the RADIUS project in 1996 to realize the concept of the IDNDR and the Yokohama Strategy and Plan of Action that was developed in 1994.

The RADIUS project aims to promote worldwide activities for the reduction of seismic disasters in urban areas, particularly in developing countries, so that the countries of the world will be able to face the new millennium with greater security against natural disasters. The project will develop common methodologies and collect state−of−the−art technologies for seismic risk assessment in urban areas in order to raise public awareness and provide direction for disaster mitigation. It is expected that many of these technologies will come from among those developed and used in Japan.

Personal earthquake drills

Earthquake drills have been very useful in informing large numbers of the population on the proper action to be taken in the few seconds after the onset of a strong tremor. The correct reaction to a strong tremor may make the difference between major or minor injuries to the person concerned.

The main problem with earthquake drills is the large amount of work required to organize, prepare and implement them. Anyone who has had a hand in organizing such a drill, or who has been involved as a participant, knows why these drills cannot be widely utilized.

In an urban centre like Manila, large−scale earthquake drills are next to impossible and no drills of wide application have been attempted. In the early 1970s, after a few very strong earthquakes affected Manila, we tried to institutionalize earthquake drills. The best we could do was to propose an alternative − the personal earthquake drill. The government undertook an information campaign to make available to as many of the population as possible the various simple pieces of advice for personal reaction in case of an earthquake.

In the personal earthquake drill we stress the importance of personal reactions. We ask people to identify where they spend the greater amount of their time. We then ask them to imagine a strong tremor and to clarify the appropriate reaction they should have considering their location when the earthquake occurs. We ask them to repeat this procedure for their own security every few weeks or so. We explain that this mental exercise need take only a few minutes. We also suggest that the exercise could be usefully repeated each time they find themselves in a new situation, such as in a movie−house or restaurant or department store.

It is difficult to assess the effectiveness of this mental earthquake drill, but even if it serves only to remind people of the risk around them it may well be worth the few minutes of mental exercise.

Forecasting and warning

Even short−term forecasts of the time of an earthquake's occurrence, its magnitude and the area of its impact need a lot more study and intensified research. Only very few examples of reasonably successful predictions have been known, as for example in China, France, and the Caribbean and Mediterranean areas. Studies have identified the Pacific as the area most susceptible to earthquakes. Furthermore, areas of inner−plate seismic faults have been identified, which can be the focus of scientific studies and research. Several precursors of earthquakes have been identified, but these cannot as yet be easily used as predictors. Detailed analysis of seismographic measurements (e.g. by advanced pattern−recognition technology) and observations of animal behaviour are among these. Another promising tool for earthquake forecasting is the measurement of the wave velocity in the ground which is known to change drastically before an earthquake occurs. Monitoring of the velocity of these waves is currently being undertaken in four areas of the world.

Looking to the future

It is now time to consolidate all activities for natural disaster reduction. The multisectoral components of this symposium will certainly help in this endeavour. The United Nations efforts embodied in the IDNDR will formally terminate on 31 December 1999. When that time comes we hope that the national, regional and

19 international leadership in disaster reduction that has developed during the decade will continue to prosper.

Health implications of earthquakes: physical and emotional injuries during and after the Northridge earthquake1

L.B. Bourque,2 C. Peek−Asa,3 M. Mahue,4 L.H. Nguyen,5 K.I. Shoaf,6 J.F. Kraus,7 B. Weiss,8 D. Davenport9 and M. Saruwatari10

1Data were collected and processed with funds from the National Science Foundation (Nos. CMS−9416470 and CMS−9411982), the Los Angeles County Department of Health (Purchase Order R41867 and Award No. 953124), and the California State Department of Health Services (Award No. 95−23008).

2L.B. Bourque Ph.D. is Professor, Department of Community Health Sciences, School of Public Health and Southern California Injury Prevention Research Center (SCIPRC), University of California, Los Angeles, USA.

3C. Peek−Asa Ph.D. is Adjunct Assistant Professor, Department of Epidemiology, School of Public Health and SCIPRC, University of California, Los Angeles, USA.

4M. Mahue M.S. is Epidemiologist, Injury and Violence Prevention Program, Los Angeles County Department of Health Services, Los Angeles, USA.

5L.H. Nguyen M.P.H., MSW is Project Coordinator, Department of Community Health Sciences, School of Public Health, University of California, Los Angeles, USA.

6K.I. Shoaf M.P.H, is Project Director, Department of Community Health Sciences, School of Public Health and Center for Health Policy Research, University of California, Los Angeles, USA.

7J.F. Kraus Ph.D. is Professor, Department of Epidemiology, School of Public Health and Director, SCIPRC, University of California, Los Angeles, USA.

8B. Weiss M.P.H, is Director, Injury and Violence Prevention Program, Los Angeles County Department of Health Services, Los Angeles, USA.

9D. Davenport M.S., R.N., P.H.N. is District Nurse Manager, Los Angeles County Community Health Services, Public Health Programs and Services, Los Angeles, USA−

10M. Saruwatari M.P.H, is Senior Disaster Services Analyst, Los Angeles County Health Services Administration, Los Angeles, USA.

The number of deaths and the number and severity of physical injuries following an earthquake have been hypothesized to vary with the magnitude of an earthquake, proximity to the epicenter, soil conditions, characteristics of buildings and other man−made structures, density and distribution of population in the area, environmental conditions, people's location and behaviour, the level of preparedness and hazard mitigation, the time of day, day of the week, season, opportunity for warning, and socioeconomic resources available within family units and communities. Mahoney (1987) suggested that earthquakes exceeding 6 on the Richter scale usually result in death and injuries if they occur in populated areas (7). It has been repeatedly asserted that the ratio of injuries to deaths is between 3 and 4 to 1, with this average ratio varying "...within the context of a single catastrophic earthquake along a continuum from many deaths and relatively few injuries close to the epicenter to the opposite at the periphery of the affected area" (2).

Table 1.2 summarizes reported injuries and deaths in 14 earthquakes during the last 50 years. Here the estimated ratio of injuries to deaths ranges from a high of three deaths for every two injuries in Tangshan, China, to a low of one death for every 450 injuries in Whittier Narrows, California. Clearly, the numbers of deaths and injuries vary directly with the number of severely damaged buildings, the number of people trapped in buildings, and the efficiency, appropriateness and availability of post−earthquake medical services, and inversely with the efficiency of search−and−rescue opportunities. The amount and severity of damage to buildings, in turn, is dependent on the extent to which a community has chosen to invest in hazard mitigation

20 activities that encourage the development of building codes and the designation of building locations aimed at decreasing the kind of building destruction that results in significant amounts of death and physical injury. Similarly, a community's decisions to encourage preparedness actions and self−protective behaviours by residents will reduce the deaths and injuries caused by earthquakes.

Table 1.2. Estimated deaths and injuries attributed to selected earthquakes

Date Location (study) Magnitude Dead Serious Minor Ratio Dead injuries Injuries Injured 1952 Bakersfield, CA (3) 6.0+ 2 32 ? 16 1:16 1971 San Fernando, CA (4) 6.4 58 2543 ? 2543 1:44 1972 Nicaragua (5) 5.6 4200 16 800 ? 4 1:4 (1 000/100 (5000/100 ? 1:5** 000)** 000)** 1972 Nicaragua (6) ? 3000−6000 ? ? ? ? 1976 Guatemala (7 8) 7.5 22 778 76 506 ? 3.3 1:33 1976 Tangshan, China (9) ? 240 000 160 000 ? 0.67 1:0.67 1980 Italy (10) 6.5−6.8 3000 8000 ? 2.7 1:2.7 1985 Chile (11) 7.8 180 14 2575^ 14 1:14 1985 Mexico (12) 8.1 211 3,85* 30 000^ 15 158 1:15 to 1:158 1987 Whittier Narrows. CA 5.9 3 121 1228 40−450 1:40 to (13) 1:450 1988 Armenia (14) 6.9 25 000 12 200 18 800 1.29 1:1.24 1988 Armenia (15) 6.8 25 000−30 000 18 000^* 130 000 0.5 −6 1:06 to 1:6 1989 Loma Prieta, CA (16) 7.1 62 3 757 ? 61 1:61 1990 Phillippines (17) 7.7 592 1 412 ? 2.4 1:24 1993 Hokkaido, Japan (18) 7.8 231 ? ? ? ? 1993 Guam (19) 8.1 0 100^ ? 0 0:100

^ Estimate * Hospitalized **Authors' calculation of population based rates

In general, we would expect to find lower rates of injury and death in more developed countries than in less developed countries simply because of the greater availability of discretionary resources that can be invested in hazard mitigation activities. Within developed countries, we would expect to find lower levels of injury and death in areas that have experienced numerous natural disasters in the past and thus perceive themselves to be at risk than we would find in areas that have experienced few or no prior disasters of the type under study. From both perspectives, we would expect to find lower rates of injury and death following earthquakes in California than we would expect to find in areas such as Guatemala or the central United States.

Another problem in studying deaths and injuries that occur during earthquakes is the difficulty of collecting accurate data during and after the earthquake. As Eric Noji has pointed out, most studies of earthquake−induced physical injury have depended on "crude estimates based on superficial observations of limited technical and statistical validity" (20). The data reported in the majority of studies have come from official statistics, newspaper reports, the records of hospitals or disaster relief organizations or anecdotal reports. As a result, the data obtained in reports such as those represented in Table 1 probably over−represent the more serious injuries such as those that come to the attention of an official or relief worker, and those that present at hospitals or other facilities after record−keeping procedures are instituted.

Research objectives

This paper reports preliminary data collected by a consortium of researchers following the Northridge earthquake. The study had two sets of objectives. The first set of five objectives was as follows:

1. To describe injuries reported to emergency rooms.

21 2. To describe the incidence and characteristics of fatal physical injuries.

3. To describe the incidence and characteristics of severe physical injuries which resulted in hospitalization.

4. To describe the incidence and characteristics of self−reported physical injuries.

5. To describe the incidence and characteristics of self−reported emotional injuries. Concentrating only on the self−reported injuries, for which more data are available,

the second set of three additional objectives was:

6. To examine the extent to which injured persons differ from non−injured.

7. To examine who seeks care for physical and emotional injuries.

8. To examine the extent to which patterns of injury vary with people's reports of preparedness and hazard mitigation activities.

In reviewing all data presented, it must be emphasized that these data are preliminary and some of the observations presented may change after further, more sophisticated analysis.

Data sources

The Northridge earthquake occurred at 4:31 a.m. on 17 January 1994, which was Martin Luther King Day, a legal state and federal holiday. The earthquake had a magnitude of 6.7 on the Richter scale and was located on a previously unidentified in the San Fernando Valley. The most severe shaking was experienced in the west San Fernando Valley but the earthquake was felt throughout Los Angeles County and into Ventura County.

The data presented were of four types: emergency room data, fatalities and hospitalized injuries, self−reported physical injuries, and self−reported emotional injuries.

Emergency room data

The number of patients coming into nine emergency rooms was 20 087 in January 1992, 21 037 in January 1993 and 24 487 in January 1994. This overall increase in visits in January 1994 did not change significantly during the first half of the month (being respectively 10 442, 10 733, and 11 801 in 1992, 1993 and 1994) but did increase between 17 and 31 January when the number of visits increased from 10 025 in 1992 and 10 304 in 1993 to 12 868 in 1994. Similarly the proportion of visits attributed to injuries rose from 35% and 33% in 1992 and 1993 to 40% in 1994 (Fig. 1.3).

Figure 1.3. Injuries and total emergency department (ED) visits. Aggregate data for 9 emergency department facilities. 17−31 January 1992, 1993, 1994 (21)

22 Looking only at injured patients, both the age distribution and the gender distribution of patients with injuries shifted between 1992−1993 and 1994. Whereas most injured patients were under 30 in 1992−1993, the majority of injured patients in 1994 were over 30 years of age. Similarly, women were as likely as males to present as injured in 1994 whereas males were more likely to present with injuries in earlier years.

The number of injuries to the lower and upper extremities increased substantially between 1992−1993 and 1994. Injuries to the lower extremities doubled, rising from 764 in 1992 and 756 in 1993 to 1550 in 1994. Injuries to the upper extremities similarly increased, up from 975 in 1992 and 906 in 1993 to 1312 in 1994. The method by which the injury occurred also shifted in 1994 with more than twice as many patients reporting that they were cut by something (48 to 139), struck by something (23 to 63), or injured through exposure to a plant, insect or animal (59 to 113).

Fatalities and hospitalized injuries

Fatal injuries were pre−identified by the Los Angeles County Coroner's Office to be "earthquake−related", and were defined as any death from physical injury. Deaths from heart attacks and other non−injury events were excluded from this study. Severe injuries were defined as those injuries that required hospital admission for treatment. Of the 78 hospitals approached, 16 reported admitting one or more earthquake−related injuries between 17 and 31 January 1994. All medical records were individually reviewed in those 16 hospitals.

Through these methods 171 earthquake−related injuries were identified in Los Angeles County. Thirty−three of these injuries led to fatality and 138 led to hospitalization. The overall injury rates were 1.93 per 100 000 residents, with a fatality rate of 0.37 per 100 000 and a rate of 1.56 hospital−admitted injuries per 100 000. For every fatality there were 4.2 hospital−admitted injuries. Unlike other injury rates which are consistently higher for males, the injury rate for females after the Northridge earthquake (2.09 per 100 000) was non−significantly higher than the injury rate for males (1.74 per 100 000 residents). There was a dramatic increase in severe earthquake−related injuries with age, with the fatalities showing a linear increase with age and the hospitalized injuries showing an almost quadratic increase with age. All of the fatal injuries occurred on the day of the earthquake and 83% occurred within minutes of the earthquake's onset.

Persons who died were injured in the thorax (42%), head (39%) or abdomen (21%), while those hospitalized, like those who went to emergency rooms, were primarily injured on the lower (54%) or upper (19%) extremities (Fig. 1.4). Fifty−six per cent of the hospitalized injuries occurred because the person fell, with an additional 21 % occurring because the person was hit by something or tried to catch something.

Figure 1.4. Body region reported injured by survey respondents

Self−reported physical injuries

23 Following the Northridge earthquake, three successive probability samples of Los Angeles County residents were asked the following questions:

1. Did you have any physical injuries − even minor cuts and bruises − as a result of this earthquake?

2. When exactly were you injured? Were you injured during the earthquake itself, immediately after the earthquake, within the first 48 hours after the earthquake, during an aftershock, or some other time?

3. Can you tell me the date and time of the injury?

4. Can you describe exactly what happened to cause your (injury/injuries)?

5. What exactly (was/were) your (injury/injuries)?

6. What parts of your body were injured?

7. Did you seek medical care for your injury?

Eight per cent (N = 149) of the 1830 respondents reported physical injuries. If we extrapolate that to the 3 million households in Los Angeles County, it means that 243 000 households had at least one injured adult after the Northridge earthquake.

Persons in areas at the time of the earthquake where the Mercalli intensity was 8 (20% = 50/252) or 9 (23% = 38/168) were more likely to be injured than were those in modified Mercalli intensity (MMI) areas of 6 (2% = 6/380) or 7 (5% = 55/1030). Reported physical injuries varied with the amount of damage a respondent reported, whether or not the respondent's house had been inspected and the amount of damage inspectors found. Thirty−three per cent (N = 5/15) of persons who reported that red tags (see Annex 2) were put on their homes reported that they were injured, while 45% (N = 17/40) of persons with yellow tags, 28% (N = 34/123) of those with green tags, 16% (N = 41/276) of those whose house was inspected but who was not tagged, 10% (N = 21/227) of those who reported damage but did not have inspections, and 2% (N = 23/854) of those who reported no damage to their homes reported they were injured.

Over half of the injuries occurred because of objects that fell or were broken (54%; N = 81); 15% (N = 22) of injuries were caused by the person's own behaviour − for example, they ran, they jumped out of a window, or they tried to catch something like a television set. Most of the injuries were cuts and/or bruises (74%; N = 110) and, as we saw with the injuries that were hospitalized and showed up in emergency rooms, most of the injuries occurred to the lower extremities − feet, ankles and legs (Fig. 1.4).

Demographic characteristics that might differentiate injured from non−injured were examined. Like the hospitalized cases, females were more likely to be injured than males (10% vs. 7%; p < .05) but, unlike hospitalized cases, injured persons were more likely to be younger rather than older (37 vs. 41 years; p < −01). The injured also had more education than the non−injured (14 vs. 13 years; p < .01). The injured did not differ from the non−injured in income, the number of years they had lived in California, or in the size of their household.

Ten per cent (N = 15) of the injured sought care for their injuries with five seeking care at hospitals, three going to clinics, three going to their private doctor, and two seeking care from relatives, friends or the Red Cross. Injured persons who sought care were less likely to be married (23% vs. 39%; p < .05), more likely to be born in the United States and, thus, less likely to be immigrants (86% vs. 67%; p < .05), and more likely to have children under 18 (1.5 vs. 0.8 children; p < .05). Persons who sought care for their injuries did not differ in age, education, gender, income, ethnicity or years lived in California from those who did not seek care.

Self−reported emotional injuries

In telephone interviews, respondents were asked four questions about emotional injuries:

1. What about emotional injuries? Would you say that you had any emotional injuries as a result of this earthquake?

2. Can you tell me about that?

24 3. When did you first decide that you were emotionally injured as a result of the earthquake?

4. Did you seek medical or other help for your emotional injuries?

Thirty−four per cent (N= 613) of the 1830 respondents of Los Angeles County reported that they had an emotional injury. As with the physical injuries, if we extrapolate that to the 3 million households in Los Angeles County, at least one adult in 1 020 000 households felt they had an emotional injury after the Northridge earthquake.

Persons in areas with higher Mercalli intensities were more likely to report an emotional injury, but the differences across areas defined by MMIs were much less dramatic than they were for physical injuries. Fifty−six per cent (N = 94) of persons in areas with an MMI of 9 reported an emotional injury, while 41% (N = 102) of those in MMIs of 8, 31% (N = 314) of those in MMIs of 7, and 27% (N = 103) of those in MMIs of 6 reported emotional injury. Similarly, emotional injury varied with the amount of damage reported, but again differences were less dramatic across the categories.

Persons who said they were emotionally injured were more likely to be female (66% vs. 48%; p < .05), to have more children under 18 years of age in the household (1.1 child vs. 0.9 child; p < .05), to be born outside the United States (42% vs. 34%; p < .05), and to have lower average education (12.6 years vs. 13.3 years; p < .05). They also had lower household incomes ($35,503 vs. $44,548; p < .05), were less likely to own their home (40% vs. 50%; p < .05), and had lived in California for fewer years (25 years vs. 27 years; p < .05). The emotionally injured did not differ from those not emotionally injured in age, marital status or number of adults in the household.

Three per cent (N = 59) of the emotionally injured sought some kind of care, but we have no information about where they went for this. Care−seekers were older (44 vs. 40 years; p < .05), had more education (14 vs. 12 years; p < .05), had fewer dependents under 18 years of age (0.8 vs. 1.2; p < .05), and were less likely to be born outside the United States (22% vs. 44%; p < .05). Those who sought care for emotional injuries did not differ from those who did not seek care by sex, marital status, length of time they had lived in California, number of adults in the household, home ownership or average income.

Post−traumatic stress disorder

People have been interested in knowing whether post−traumatic stress disorder or PTSD occurs as a result of natural disasters such as earthquakes. The Mississippi Scale of Post−Traumatic Stress Disorder was included in the first of the three surveys conducted after the Northridge earthquake in order to find out whether PTSD levels increased with earthquake−related experiences (22,25). The scale includes 35 questions with a possible range from 35, which indicates no PTSD, to 175, the highest level of PTSD. For the 423 persons for whom complete PTSD data were available following the Northridge earthquake, the range was 40 to 119, with a mean of 64.3 and median of 63.

When examined in relationship to MMIs, PTSD levels varied only slightly with MMIs and damage/inspection groups of their homes. Similarly, levels of PTSD did not differ with whether or not respondents reported a physical injury and whether or not they sought care for the injury.

In contrast, PTSD scores did vary slightly with respondents' reports of having an emotional injury. Persons with no emotional injury had an average score of 62.7; those who had an emotional injury and did not seek care for it had an average score of 66.7; and those who sought care for an emotional injury had an average PTSD score of 70.4 (p < .001). Thus, there is little evidence that people experienced high levels of PTSD as a result of their experiences during the Northridge earthquake.

Preparedness and injuries

Groups in California have invested time and money to give people information about what to do before and during earthquakes to protect themselves and their property. Over the last 20 years California residents have increased the level of their preparedness activities −particularly those that are easiest to do (24). Using data available from these surveys we examined whether people who have invested in preparedness activities were less likely to report being injured or report damage to their homes. Fig. 1.5 shows the percentage of persons who reported that they had done 12 different preparedness activities prior to the Northridge earthquake. Of these 12 things, respondents were most likely to state that they had learned first aid and had a first aid kit in their homes, and least likely to say that they had invested in structural support for their homes or rearranged cupboards. On average, respondents had done only two of the 12 preparedness activities before the

25 Northridge earthquake.

Figure 1.5. Percentage reporting completing 12 selected preparedness activities before the 1994 Northridge earthquake (25)

Engaging in preparedness activities is somewhat protective in preventing injury. Persons who had a first aid kit, learned to shut off utilities and instructed their families about what to do during and after an earthquake were slightly less likely to be injured.

Conclusions

These analyses examined the physical and emotional injuries that occurred during and after the Northridge earthquake and how those injuries varied with proximity to the epicenter, the amount of shaking a person experienced as measured with MMIs, reported damage to homes, and preparedness activities.

When the ratio of fatal injuries is examined in relation to hospitalized physical injuries, the ratio of 1 to 4.2 resembles that widely reported in the literature. But if fatalities are instead compared to the estimate obtained of all injured or to those estimated to have sought care, a ratio of one fatality to either 7364 injuries or one fatality to 727 physical injuries is obtained.

The kinds of injuries experienced by those killed as a result of the Northridge earthquake differ significantly from those experienced by those injured − regardless of the severity of the non−fatal injury. Fatalities had injuries to the head, thorax or abdomen, while non−fatalities, of all levels of severity, had injuries to the upper and lower extremities.

Unlike other populations of injured, persons injured as a result of an earthquake are older and, if anything, the number of females injured slightly exceeds the number of males. Hospitalization rates increase dramatically with age. Persons hospitalized with injuries most frequently were injured in falls while those untreated or going to emergency rooms were more likely to be cut or struck by broken objects.

There is an imperfect dose−response relationship between physical injury and proximity to the epicenter, strength of the shaking, and exposure to structural damage.

While persons who reported emotional injuries had somewhat elevated PTSD scores, PTSD levels did not differ with physical injury, level of damage experienced, or the shaking they experienced during the earthquake itself. No more than 12 persons in this sample could be considered to have diagnosable PTSD, which does not appear to be associated with experiences during or after the earthquake.

Finally, preparedness activities did seem to reduce the number and severity of both injuries and damage.

References

26 1. Mahoney LE. Catastrophic disasters and the design of disaster medical care systems. Annals of Emergency Medicine, 1987, 16:1085−1091.

2. Alexander D. Death and injury in earthquakes. Disasters, 1985, 9:57−60.

3. Marks ES, Fritz CE. Human reactions in disaster situations. Science, 1954, 182:981−990.

4. Bourque L.B, Reeder LG, Cherlin A, Raven BH, Walton DM. The unpredictable disaster in a metropolis: public response to the Los Angeles earthquake of February, 1971. Los Angeles, UCLA Survey Research Center, 1973.

5. Kates RW, Haas JE, Amaral DJ, Olson RA, Ramos R, Olson R. Human impact of the Managua earthquake. Science, 1973,182:981−990.

6. Whittaker R, Fareed D, Green P, Barry P, Borge A, Fletes−Barrios R. Earthquake disaster in Nicaragua: reflections on the initial management of massive casualties. Journal of Trauma, 1974, 14:37−43.

7. Glass RI, Urrutia JJ, Sibony S, Smith H, Garcia B, Rizzo L. Earthquake injuries related to housing in a Guatemalan village. Science, 1977,197:638−643.

8. de Ville de Goyet C, del Cid E, Romero A, Jeannee E, Lechat M. Earthquake in Guatemala: epidemiologic evaluation of the relief effort. PAHO Bulletin, 1976, 10:95−109.

9. Li J. Social responses to the Tangshan earthquake. Paper presented at the UCLA International Conference on the Impact of Natural Disasters, Los Angeles, CA, 9−12 July 1991.

10. Alexander D. Disease epidemiology and earthquake disaster: the example of southern Italy after the 23 November 1980 earthquake. Social Science and Medicine, 1982, 16:1959−1969.

11. Ortiz MR, Roman MR, Latorre AV, Soto JZ. Brief description of the effects on health of the earthquake of 3rd March 1985, Chile. Disasters, 1986, 10:125−126.

12. Zeballos JL. Health aspects of the Mexico earthquake, 19th September 1985. Disasters, 1986, 70:141−149.

13. Tierney K. Social aspects. Earthquake Spectra, 1988,4:11−24.

14. Noji EK, Kelen GD, Armenian HK, Oganessian A, Jones NP, Sivertson KT. The 1988 earthquake in Soviet Armenia: a case study. Annals of Emergency Medicine, 1990, 19:891−897.

15. Wyllie LA, Filson JR. Armenian earthquake reconnaissance report. Earthquake Spectra, 1989 (Supplement).

16. Benuska K.L. Loma Prieta earthquake reconnaissance report. Earthquake Spectra, 1990, 9 (Supplement).

17. MMWR. Earthquake disaster: Luzon, Philippines. Morbidity and Mortality Weekly Report, 1990, 39:573−577.

18. Chung RM. Hokkaido−Nansei−Oki earthquake and tsunami of July 12, 1993 reconnaissance report. Earthquake Spectra, 1995, 11 (Supplement A).

19. Comartin CD. Guam earthquake of August 8, 1993 reconnaissance report. Earthquake Spectra, 1995, 11 (Supplement B).

20. Noji E. The 1988 earthquake in Soviet Armenia: implications for earthquake preparedness. Disasters, 1989, 13:255−262.

21. Mahue ML, Johnson J, Hartman C, Giangrecco CA, Weiss BP. Injuries resulting from the 1994 Northridge earthquake, impact on Los Angeles County emergency departments. Abstracts. American Public Health Association 124th Annual Meeting and Exposition, New York, 1996:392,

27 22. Keane TM, Caddell JM, Taylor KL. Mississippi Scale for Combat−related Posttraumatic Stress Disorder: three studies in reliability and validity. Journal of Consulting and Clinical Psychology, 1988, 56:85−90.

23. Keane TM, Wolfe J. Comorbidity in post−traumatic stress disorder: An analysis of community and clinical studies. Journal of Applied Social Psychology, 1990, 20:1776−88.

24. Russell LA, Goltz JD, Bourque LB. Preparedness and hazard mitigation actions before and after two earthquakes. Environment and Behavior 1995, 27:744−70.

25. Bourque LB, Shoaf KI, Nguyen LH. Survey research. International Journal of Mass Emergencies and Disasters, 1997, 15 (in press).

An overview of the Earthquake Insurance Programme in Japan

M. Miyakawa1

1M. Miyakawa of Yasuda Fire & Marine Insurance Company is Chairman of the Earthquake Insurance Committee of the Marine and Fire Insurance Association of Japan.

Japan is known as a land of earthquakes. In January 1995, we were hit by the Great Hanshin−Awaji Earthquake. More than 6000 people lost their lives, 200 000 houses were either totally or partially destroyed, railroads and highways were severely damaged, and electricity and gas supplies failed for a considerable length of time. The total economic damage is estimated at about 84 billion dollars (Fig. 1.6). This and subsequent figures have been calculated in US dollars using the exchange rate of 115 yen per dollar. Since the earthquake, we have been putting the greatest effort into the restoration of the area affected but, unfortunately, further effort is still required.

Figure 1.6. The Great Hanshin−Awaji Earthquake loss

Number of casualties and property damage (As of 27 December 1995 Announced by Fire and Disaster management Agency, Ministry of Home Affairs) • Dead/missing 6310 • Injuries 43 177 • Houses damaged 436 416 (Totally destroyed 100 302) (Half damaged 108 741) (Partially damaged 227 373) The extent of damage (rough estimate) (Billion dollars) • Buildings 55 • Transport facilities (roads, harbours, railways) 19 • Lifeline (waterworks, drainage, etc.) 5 • Other 4 Total 83 The total payment made by the Earthquake Insurance Programme as a result of the Kobe earthquake was about 680 million dollars.

28 Since strong earthquakes hit Japan periodically which caused enormous damages, presented in Fig. 1.7 (in today's dollars), there are compelling needs for earthquake insurance cover. However, private insurance companies were very reluctant to underwrite earthquake risks and until 1964 wrote limited earthquake cover for commercial property only. There are three main reasons for this. The first is that once a strong earthquake occurs the loss is catastrophic, far beyond the capacity of the private insurance industry. Secondly, the frequency and severity of earthquakes hits large numbers of people so it is difficult to spread the risk, which is the basis of the private insurance business. The third reason is that there is the risk of adverse selection, which sometimes makes it difficult to limit the insurance only to risks susceptible to earthquake damage.

Figure 1.7. Earthquake damage for the past 500 years − Amount of claims paid (based on data as of 31 March 1996)

The 1964 earthquake changed the situation. Due to the serious damage caused by that earthquake, the need for earthquake insurance became a serious social matter and the "Law concerning Earthquake Insurance" was implemented in 1966. Under the law, the Earthquake Insurance Programme was introduced whereby government plays a major role as the re−insurer of the programme. The Earthquake Insurance Programme provided only limited cover at the beginning. However, keeping pace with accumulating reserves, we have been constantly improving the programme to the best of our abilities. Most recently, following the Kobe earthquake we improved the programme by raising the maximum limit of liability and improving the coverage for household property. The programme has seven main features.

First, the property covered by the Earthquake Insurance Programme is dwelling−houses and their contents only, and commercial property is not covered under the programme. This is because the purpose of the "Law concerning Earthquake Insurance" is to help bring greater stability to people's lives.

The second feature is risk covered under the programme. The Earthquake Insurance Programme covers loss or damage by fire, shock, sinking or landslide caused by earthquake, volcanic eruption and tsunami (a tidal wave caused by an earthquake).

One point is worth noting here: fire insurance policies available in Japan exclude fire losses caused by earthquake. In other words, you need to buy both fire insurance and earthquake insurance to cover all fire losses. The reason fire insurance excludes fire losses caused by earthquakes is because dwelling−houses in Japan, especially in urban areas like Tokyo, are very densely concentrated and most of them are made of wood. A major earthquake is likely to cause many outbreaks of fire, and such fires quickly spread over a wide area and can lead to losses beyond the capacity of the private insurance industry.

The third feature of the programme is how we sell the earthquake insurance. To fulfil the purpose behind the "Law concerning Earthquake Insurance", we sell earthquake insurance in combination with fire insurance without exception. In other words, we do not sell earthquake insurance by itself; it is always sold together with fire insurance. However, a customer who does not wish to buy earthquake insurance but only fire insurance may do so.

29 The fourth feature is "limit of liability". Currently, policy−holders can set the limit of liability for earthquake insurance. However, the maximum amount is 430 000 dollars for a dwelling−house and 90 000 dollars for household property in a dwelling−house. The maximum amount is established taking into consideration two factors − first that if the amount is too small it will be no help in restoring people's stability, and second that a too generous limit may surpass the financial strength of the government and the maximum capacity of the Japanese insurance companies. When the Earthquake Insurance Programme started in 1966, the limit of liability was fixed at 80% of the limit of liability for fire insurance. The maximum amount then was 7800 dollars for a dwelling−house and 5200 dollars for household property.

In addition to the limit of liability of each insurance policy, there is an aggregate limit of liability applicable to an earthquake. This limit is set at the estimated probable maximum loss in private property of the largest earthquake in Japan's history, which currently stands at 27 billion dollars.

The fifth feature of the programme is the tariff rating. The insurance tariff of the Earthquake Insurance Programme is calculated taking into consideration seismographic and earthquake data in Japan collected over the past 500 years. By selling earthquake insurance together with fire insurance, the cost of insurance companies is restrained and profit from earthquake insurance on its own is not assumed when calculating the tariff rate. The tariffs apply to all insurance companies and are calculated by the Non−life Insurance Rating Organization. Tariffs are decided by location and structure of the house. As for location, Japan is divided into four zones; in the first zone the tariffs are lowest, and in the fourth zone they are highest (Fig. 1.8). As for the type of structure, we have only two categories (wooden and non−wooden) with the insurance tariff for a wooden house being the higher of the two. The actual tariff rates range from 0.05% to 0.43% of the limit of liability.

The sixth feature is the coverage. Since it is very important to handle a huge number of claims in a very short time, we do not assess the exact loss amounts. Instead, we divide the losses into three classes according to the extent of the damage: total loss, half loss and partial loss. We pay 100% of the limit of liability for total losses, 50% for half losses and 5% for partial losses.

Figure 1.8. Tariff Rates

Tariff rates Structure Class Non−wooden Wooden 1st 0.050 (%) 0.145 (%)

30 2nd 0.070 0.200 3rd 0.135 0.280 4th 0.175 0.430 When the programme started in 1966, the coverage was for total losses only. Later, half loss coverage and partial loss coverage were added. When we considered improving the coverage, the financial strength of the government which assumes the re−insurance, the capacity of the insurance companies and also the claim handling ability of the insurance companies were taken into consideration

If an earthquake of the same scale as the Kanto earthquake hits Japan again, the estimated number of claims to be handled will be around 2 million. Japanese insurance companies are putting a lot of effort into training our people to handle claims fairly and quickly even in the case of a major earthquake and we also maintain insurance data at two different locations for reasons of data security.

The last feature is the re−insurance programme. The Earthquake Insurance Programme is operated by both the government and private insurance companies where the major portion of the risk written by the insurance companies is re−insured with the government (Fig. 1.9).

Fig. 1.9. Reinsurance scheme

As mentioned before, the aggregate limit of liability for the whole programme per earthquake is now established at 27 billion dollars. Of this sum 3.6 billion dollars is underwritten by insurance companies, and 23.4 billion dollars is re−insured with the government. The amount retained by the insurance companies differs according to the size of the earthquake. For minor earthquakes, insurance companies retain 100% of the losses. For mid−size earthquakes, insurance companies retain half the losses and only the other half is borne by the government. For large earthquakes, a greater part of the losses is borne by the government, as shown above.

After deducting the administrative costs and paid out compensation of losses from the premium aggregate, all the remaining funds are reserved to prepare for loss resulting from catastrophe. The reserved premium cannot be used except for loss payment. Not only must the reserves be managed safely and efficiently, but they must also be able to be liquidated smoothly. Therefore, the reserves cannot be invested in stocks, loans or real estate; they are mostly invested in cash and bonds. The reserve for future losses is tax−free although the interest accrued is taxed.

The amount of the reserve, as of the end of March 1996, was 3.2 billion dollars against 3.6 billion dollars retention limit of the private insurance companies, and 4.2 billion dollars against 23.4 billion dollars aggregate limit of liability for the government.

The biggest task to be accomplished in the future is to raise the penetration rate of the insurance among the population at risk. Due to increased concern about earthquakes after the Great Hanshin−Awaji Earthquake, combined with coverage improvement and increased promotional efforts by the insurance companies, the penetration rate among all Japanese households (including households that do not buy fire insurance) rose from 7% to 12.5%. When we look more closely at the penetration rate among only those households that buy fire insurance, 30% now buy earthquake insurance.

31 When we compare the penetration rate between zones, we discover that the higher the risk and therefore insurance rates the higher the rate of penetration. In the fourth zone penetration rate is highest with 20% among all households and 40% among holders of fire insurance policies.

We feel that it is our duty to further promote earthquake insurance. On the coverage side, we shall also continue our efforts for improvement, such as raising the limit of liability. These tasks and improvements must be accomplished by understanding the needs of the Japanese people, while at the same time taking into consideration the financial strength of both the government and the private insurance companies. I hope that the experience of Japan's Earthquake Insurance Programme will be of help in the consideration of a worldwide indemnity programme for natural disasters.

Summary

Y. Nagasawa1

1Y. Nagasawa, Dr. Engr., Dipl. HFP, JIA, is from the Department of Architecture, Graduate School of Engineering, University of Tokyo, Tokyo, Japan.

Dr Eric K. Noji, Chief, International Emergency and Refugee Health Programs, Centers for Disease Control and Prevention, Atlanta, USA presented the epidemiology of earthquakes and its implications for vulnerability reduction, mitigation and relief. He indicated that 1.3 million died from major earthquakes during the present century and that eight countries in the world account for about 75% of these fatalities; among these China accounted for 50%. The science of epidemiology involves a number of important areas which, if properly studied and integrated with other disciplines of engineering, architecture and social and medical science, can reduce overall vulnerability to earthquakes and contribute to improved disaster preparedness and mitigation. Mortality and morbidity vary according to an earthquake's magnitude, duration and time of occurrence, human response to the incident, and the type and construction of houses and buildings. The major risk factors are to large extent outside the medical realm. The collapse of buildings can lead to many types of injury, among which multisystem injuries are quite common. Also the inhalation of the dust resulting from the collapse can cause severe morbidity and pose a challenge to rescue personnel and medical teams.

Demand for emergency medical assistance after an earthquake declines rapidly and is rarely needed after the second day of the disaster. Therefore, the utility of international teams which arrive later has to be examined. Good training must be prepared, including such important advice as staying in or outside buildings, which depends on the situation. Dr Noji concluded with a plea to researchers and practitioners to come together and share their knowledge.

Dr Roman Kintanar, Coordinator, Typhoon Committee Secretariat and Chairman, Seismic Technical Committee, International Decade for Natural Disaster Reduction (IDNDR), Quezon City, Philippines, made the second keynote presentation on seismological forecasting. He also explained the origin and role of IDNDR.

Dr Kintanar stated that even short−term forecasts of the time of an earthquake's occurrence, its magnitude and the area of its impact need a lot more study and intensified research. Only very few examples of reasonably successful predictions have become known, for example, in China, France, the Caribbean and Mediterranean areas. A promising tool for earthquake forecasting is being developed by the measurement of the wave velocity in the ground which is known to change drastically before an earthquake occurs. Monitoring of the velocity of these waves is presently undertaken in four areas of the world.

Dr Linda B. Bourque, Professor, Department of Community Health Sciences, School of Public Health, University of California, USA, made the third keynote presentation on "Health implications of earthquakes: physical and emotional injuries after the Northbridge earthquake". Dr Bourque introduced her presentation by defining the many factors that determine the number and severity of physical injuries following an earthquake. The findings of her research were based on a set of interconnected studies conducted by a consortium of researchers following the Northbridge earthquake of 17 January 1994 in Los Angeles, California. This study aimed to more accurately count and assess the severity of physical and emotional injuries attributable to the earthquake, and was supported by data from coroners' reports, hospital admission records, hospital emergency room records and three telephone surveys of Los Angeles County residents (amounting to a total of 1849 telephone interviews) conducted during the period from August 1994 to June 1996. In many cases there had to be examination of whether injuries were really earthquake−related or not. Also inhabitants of adjacent areas not directly affected by the earthquake were found to have experienced widespread emotional

32 stress. While the number of 63 deaths directly attributable to structural failure and the number of injuries which required hospitalization were remarkably low in the densely populated area of Los Angeles, it was estimated that some 240 000 persons out of the entire population of Los Angeles County experienced at least a minor injury. Thirty thousand of these sought formal or informal medical care. Psychological effects were particularly severe in persons who lost property, and in immigrants and women with children.

Mr Masao Miyakawa, Chairman, Fire and Earthquake Insurance Committee and Managing Director, Yasuda Fire and Marine Insurance Company Ltd., Tokyo, Japan, presented an overview of the Earthquake Insurance Programme in Japan. He stressed the need for an earthquake insurance coverage programme in a country like Japan, which is known to be periodically hit by strong earthquakes. However, private insurance companies were reluctant to take the risk of being involved in earthquake insurance until 1964. Only after the catastrophic Niigata earthquake, when the government agreed to be a partner as the re−insurer against earthquake risks and passed the "Law concerning Earthquake Insurance", has insurance become possible, but the penetration rate is still low. Since 1966 progressive improvements have been made to raise the maximum limit of liability and improve the coverage for household property. The main features of this programme to cover the loss of private property are: that earthquake insurance is sold only in combination with fire insurance, that coverage is limited to around US$ 430 000 for a private house and around US$ 90 000 for its contents, and that tariffs applicable are universal for all insurance companies and range between 0.05% and 0.43% of insurance value.

He stressed that private citizens must be better prepared for self−help, i.e. by making sure that heavy furniture in their apartments is securely fixed and by being trained what to do first and how to help. He also hoped that the Japanese Earthquake Insurance Programme could be a model for the initiation of a worldwide indemnity programme for natural disasters.

During the joint discussion of the keynote presentations by the audience, the following issues were highlighted:

− There is a need to further study animal behaviour as a predictor of earthquakes.

− It is necessary to organize community members in terms of immediate response to disaster and to orient them as to their important role in vulnerability reduction.

− There is a need to strengthen the organization of emergency medical services as their failure results in an increased number of casualties.

PART 2 − THE CONSEQUENCES OF EARTHQUAKES ON PEOPLE'S HEALTH

Medical consequences

Medical consequences of earthquake disasters in Russia

S.F. Goncharov1

1S.F. Goncharov, M.D., is Professor, All−Russian Centre for Disaster Medicine "Zaschita", Moscow, Russian Federation.

Practical daily experience in Russia strongly suggested the need for organizational and functional integration of all health resources and manpower concerned with the medical response to disaster. Hence the All−Russian Disaster Medical Service was set up. The structure of the service and the principles of its operation are still being developed. The service is concerned with the forecast of health consequences of earthquakes and with the formation of a system of medical support to populations during relief operations (1,2,3,4).

Most studies of earthquake problems are devoted to trying to forecast the place and time of occurrence and to developing appropriate protective measures (normally relating to architecture and construction aspects) (5,6).

33 At the same time, apparently insufficient attention has been given to scientific study of earthquake relief operations and, in particular, to the organization of medical support. Though some specific aspects of that problem are described in a number of works (2,5,7,8,9,10), several aspects of the problem have not been fully investigated, such as:

− the development of medical services in the aftermath of an earthquake; − the pattern of casualties and of evacuation of the injured; − the working conditions of medical units and facilities at the site of the earthquake; − the system of medical support to earthquake relief operations.

To clarify these issues we studied 2560 variants of earthquake occurrence and the corresponding medical response, using mathematical computer simulation. In the course of these studies we took into consideration seismic intensity (from V to XII on the MSK−64 scale), three types of population centre (metropolis, city, town), 20 types of building design, different variants of population location at the moment of the earthquake and different rates of extrication of the victims from the ruins (3,6, and 10 days).

Our own experience with earthquakes (Ashkhabad, 1948; Tashkent, 1967; Armenia, 1988; Neftegorsk, 1995) was of great help to us, as was the data on earthquakes in Japan, the USA and other countries (4,5,7,8,9,11,12). I wish to express my appreciation to the American and Japanese scientists for the valuable information obtained from them concerning, for example, the study of earthquakes in Loma Prieta (1989) and Kobe (1995) (5,8,9).

The results of the research showed that the medical response in the aftermath of an earthquake is primarily faced with the practically instantaneous appearance of a large number of victims with traumatic injuries. The amount and pattern of casualties among the population depend on the seismic intensity and where people were at the moment the earthquake occurred (in an open place, in various types of buildings). The type of traumatic injury also depends on the situation a person is in at the moment of injury (1,2,13,14).

We obtained a comprehensive picture of human casualties at the moment of an earthquake according to types of building collapse and different seismic intensities. A quantitative relationship was established, demonstrating that greater seismic intensity causes larger numbers of casualties. It was shown that in the most devastating earthquakes of intensity XI to XII on the MSK−64 scale, the number of persons who manage to survive decreases. The data also indicate that the given mean indices can be applied to make average predictions for any populated area (if there is no definite information on the type of buildings), as shown by the fact that variations by different localities are very small (0.01% at seismic intensity 5 to 1.13% at seismic intensity 9). In the research we looked at how casualty values among people depend on their location (with the proportion of people indoors ranging from 10% to 100%). These indices follow a distinct dependence: if the number of persons indoors increases, the number of casualties increases correspondingly.

Table 2.1. Possible delay of death of victims in the ruins, as a % of the given group of the victims (expert estimate)

Time after the Proportion of delayed deaths within given group, normalized to total fatalities earthquake of that group Seriously injured With injuries of moderate severity With life−threatening With injuries not injuries life−threatening Hours: >6 60 6−12 20 13−24 20 25−48 10 48−72 3 10 Days: 4−6 60 20 7−10 20 75 11−12 10 5

34 Total 100.0 100.0 100.0 We feel that the data on the dependence of the number of casualties on the timing of emergency rescue operations are also of great scientific and practical importance. For example, if seismic intensity is assumed to be IX on the MSK−64 scale and rescue operations last 3, 6 and 10 days, the number of dead correspondingly increases by 3%, 4% and 6%, and if seismic intensity is estimated at XI the percentage increase will be 14%, 18% and 32%. These above data were obtained in the course of research in which a group of highly experienced experts participated. Table 2.1 gives generalized results of their estimates derived from the analysis of questionnaires. As is clear from the table, 60% of the affected population with life−threatening injuries die in the first six hours, and 80% in the first 12 hours. The death of those who have serious injuries that are not life−threatening and those with mild injuries is likely to occur over longer periods of time. On the whole, 50−55% of those people buried in the ruins die in the first three days. Corresponding numbers from the Armenia and Sakhalin earthquakes are presented in Fig. 2.1. This fact should be taken into account in developing the system of emergency rescue operations at the site of earthquakes.

Figure 2.1. Casualties extricated alive over time from the ruins, as a percentage of the total number extricated alive

The type of injury and the part of the body injured depend to a large degree on the type of urban area and the kind of buildings there, as well as (if seismic intensity of XI on the MSK−64 scale is assumed), on the time of extrication of the victims from the ruins. The data of Table 2.2 show that, as seismic intensity rises, the proportion of pelvic injuries increases from 4.4% to 6.2%, spinal injuries go up from 3.4% to 5.2%, and multiple injuries from 8.8% to 13−6%. At the same time the severity of injuries to practically all parts of the body increases. For example, in an earthquake of seismic intensity 10, as compared to one with seismic intensity 6, the proportion of head injuries accompanied by skull or bone damage increases almost three times, abdominal injuries with viscera damage go up five times, extremities with bone damage increase almost three times, and extremities with crush syndrome are more than five times more frequent.

For planning medical resources and manpower we studied the needs of the affected people for various measures of medical care, as well as hospital treatment. The needs were shown to increase greatly with a rise in seismic intensity. Thus, in case 500 earthquake victims apply for medical care at a health station which is routinely staffed with 3−6 physicians and 7−11 paramedics, the need for experienced medical assistance may rise to 11 −22 physicians and 22−46 paramedics, if seismic intensity is high.

Table 2.2. Traumatic injury to different parts of the body in earthquakes of differing intensity, % of the total casualties

Injury location Character of injuries Proportion of injuries of a given location and character in earthquakes of different intensity

35 6 8 10 12 Head Total 19.0 19.0 18.3 18.2 Including bone injuries 0.6 1.3 3.3 3.6 Thorax Total 8.8 8.5 7.7 7.6 Including bone injuries 0.8 1.1 2.2 2.3 Abdomen Total 1.0 1.0 1.0 1.0 Including viscera injuries 0.04 0.07 0.20 0.20 Pelvis Total 4.4 4.8 6.0 6.2 Including bone injuries and urogenital organs 0.4 1.0 2.6 2.8 Spine Total 3.4 3.8 5.0 5.2 Including bone injuries 0.5 1.0 2.7 2.9 Extremities Total 54.6 53.2 48.8 48.2 Including bone injuries 5.2 7.5 14.9 16.0 Including crush syndrome 2.3 2.8 12.6 14.0 Multiple 8.8 9.7 13.2 13.6 Including crush syndrome 0.6 1.3 3.3 3.6 If seismic intensity is estimated at XI to XII on the MSK−64 scale, more than 50% of the injured require hospital treatment. In relation to the total population, the maximum relative need for hospital beds arises at seismic intensities of 9−10. One should pay attention to the fact that − according to our research − the relative number of hospital beds remains fairly stable at different seismic intensities and various locations.

Our experience and research led to the formulation of a system of medical support in response to earthquakes. The system has to a considerable degree been tested in practice (1,4,11). Its main features are the following:

1. In the organization and provision of medical support, the All−Russian Disaster Medical Service:

− takes part in deliver)' of first aid and in the evacuation of casualties from the site of an earthquake (general−purpose emergency rescue teams must carry out the search for the injured, their extrication from the ruins, delivery of first aid at the site of the disaster and removal of casualties);

− organizes and delivers emergency medical care to the injured at prehospital and hospital stages;

− organizes transportation of casualties between stages of medical evacuation.

2. All medical facilities of a given administrative region, irrespective of their type, are involved in medical emergency response to help the victims of an earthquake (see Fig. 2.2).

3. Medical support in earthquake relief operations is organized as a chain of medical treatment, with competent medical care provided to patients throughout their evacuation to hospitals. Depending on the type of earthquake and the state the relief operations are in, different medical measures are necessary.

4. Hospital medical facilities within the system of the Disaster Medical Service in the zone of an earthquake, as well as teams of medical experts attached to other medical facilities, operate under the system for up to 15 days− After this period of time the treatment of the disaster victims and their rehabilitation are taken care of by the public health system.

5. An effective system will be set up for the dispatch and medical escort of the injured when evacuating and transporting casualties.

36 Figure 2.2. Layout of medical response and evacuation in Sakhalin earthquake

The results of our research were the scientific basis for the development of medical procedures in earthquake relief operations in Russia, as well as for establishing the All−Russian Disaster Medical Service. Some aspects of this medical support concept were successfully applied in the Neftegorsk earthquake. (see also Fig. 2.2). The dynamics of casualty rescue in the Neftegorsk earthquake were improved compared with that of Armenia.

The research conducted has led us to believe that the main difficulties in the scientific development of medical support in earthquakes lay in the specific features of each earthquake and, in particular, in quantitative and qualitative differences between casualties and in the diversity of resources and manpower involved in the medical response. It is evident that we cannot alter these circumstances.

At the same time there is another important problem which, if solved, can facilitate the successful realization of medical support. I refer to the establishment of a unified classification of earthquake related injuries and a well−composed medical registration system permitting us to obtain complete information on the pattern of injuries and of medical evacuation of casualties.

Conclusion

37 Despite many investigations into the problem of earthquakes, the medical aftermath, the casualty patterns and the system of medical support at the site of an earthquake have been insufficiently studied. Our research looked at 2560 variants of earthquakes (varying seismic intensity, different types of building design, population activities, location of the population at the moment of the earthquake, and speed of emergency rescue operations). The medical follow−up to an earthquake is characterized primarily by a practically instantaneous appearance of a great number of victims with traumatic injuries. Some 50−55% of victims buried in the ruins die in the first three days, and this fact should be taken into account when developing emergency rescue operations. According to our models we predicted casualties among populations that coincide with actual data from the earthquakes in Spitak and Neftegorsk.

Our research and experience led to the formulation of the concept of the All−Russian Medical Support System for earthquake−stricken areas. We should like to recommend our findings and recommendations for application in other countries.

References

1. Goncharov SF. Medical support of population in earthquake relief operations. 15−16.11.1995. Tashkent, 1995.

2. Goncharov SF, Lobanov GP. Regularities in development of medico−sanitary aftermath of earthquakes. Forecast technique of probable casualties among population in earthquakes.

20.11.1995. 1995.

3. Nechaev EA, Farshatov MN. Military medicine and peacetime disasters. Moscow, 1994.

4. On life and health protection of RF population in emergencies of man−made and natural origin: Ordinance of the Government of the Russian Federation # 420, dated 3 May 1994.

5. The Great Hanshin−Awaji (Kobe) Earthquake in Japan: on site relief and international response. United Nations Department of Humanitarian Affairs, February 28 −March 10, 1995, Geneva. 1995, 23(7).

6. Ulomov V.I. Seismic hazard and earthquake "syndrome". 1996, 13(1):72−80.

7. Avdokhin VP. The San Francisco earthquake medical response. , 1990,4:27−33.

8. Durkin ME et al. Injuries and emergency medical response in the Loma Prieta earthquake. Bulletin of the Seismological Society of America, 1991.

9. Thiel CC (Ed.). Competing against time: report to the Governor from The Board of Inquiry on the 1989 Loma Prieta Earthquake, Sacramento, State of California, Office of Planning and Research, 1990.

10. United States Geological Survey. Proc. Conf. XLIX: A Meeting of the US Ad Hoc Working Group on "Earthquake−Related Casualties", USGS Open−File Report 90−244, 1990.

11. Goncharov SF. Medical support of population in earthquake relief operations on Sakhalin Island. 23−24.10.1995, Moscow, 1995.

12. The Earthquake in Japan. (109), Moscow, 1995.

13. Nechaev EA (ed.). Crush syndrome. Moscow, 1989.

14. Nikogosyan RV. The Armenia earthquake: experience, conclusions, problems. 1990, 9:7−9.

38 Acute diseases during and after the Great Hanshin−Awaji Earthquake

K. Tatemichi1

1K. Tatemichi is Director, Emergency Department, Kobe City General Hospital, Kobe, Japan.

Background

In this century there have been 18 major earthquakes in Japan. Eight of them killed more than 1000 people. The Great Hanshin−Awaji Earthquake had the second largest number of victims, exceeded only by the Kanto earthquake of 1923 in which 140 000 people died, most of them from fire. The epicentre of the earthquake was just near the centre of the modem city of Kobe in a highly populated area. The maximum ground motion of 3m was the severest in the history of Japan.

In the Great Hanshin−Awaji Earthquake, more than 70% of the victims died immediately and more than 90% died within the first day. Seventy−nine per cent of the deaths were from suffocation, crushing and burns (1). Patients presenting themselves with acute diseases after the earthquake came chiefly from home (51.6%), from refugee centres (27.7%) and from hospitals (14.9%) which had admitted 2−3 times more patients than they had capacity for (2). We saw 2978 patients during the four weeks after the disaster, and 475 acutely ill patients were hospitalized (3).

The Kobe City General Hospital emergency department is the only tertiary level trauma and medical centre in Kobe (population 1.4 million). Before the earthquake more than 3000 people with trauma or acute diseases had been admitted annually. About one−third of all serious cases in the whole city were brought to this centre.

The hospital has 1000 beds. Its functioning was severely disrupted by the earthquake which destroyed various apparatus, cut off basic services and damaged the bridge which was the only way onto the artificial island where the hospital was built, thus restricting access. Making the most of what was possible, 137 patients were treated (including six who underwent surgery) during the first week after the earthquake and 475 patients were treated within a month. These 475 patients comprised 333 with acute diseases and 142 with trauma.

Objective and methods

This paper aims to analyse the acute diseases during and after the earthquake compared with the data in a typical month before the disaster.

All the patients hospitalized in the Kobe City General Hospital from 17 January to 13 February (four weeks) were listed, and cases of respiratory, cardiac, gastric and central nervous system illness were studied.

Results

Classification and incidence

In the phase during and just after the disaster, respiratory disease was the most frequent, with 24 patients in the first week, 28 in the second and a total of 106 within the four−week period under study. Cardiac cases amounted to 18 in the first week, 20 in the next and a total of 68 within four weeks. There were no cases of gastric illness in the first week, but there were 13 in the next, 17 in the third and 26 in the fourth week, giving a total of 56 within four weeks.

The early appearance of respiratory disease, followed by cardiac problems and the later increase in gastric illness seems a significant tendency (Fig. 2.3). Patients with central nervous system diseases were few in number and appeared late in the fourth week after the disaster.

39 Figure 2.3. Number of patients during the four weeks after the Kobe earthquake

Comparison of incidence before and after the earthquake

The mean monthly number of cases of each disease from July to November 1994 (five months) was as follows: respiratory disease 22.4, cardiac disease 19.8, gastric disease 27.2, and acute diseases of the central nervous system 17.8. After the disaster the number of patients with each disease increased, as is shown in Table 2.3.

Of the main diseases, after the disaster there was a bigger incidence (4.7 to 2.1 times) compared to before, with the exception of diseases of the central nervous system (0.2 times).

Table 2.3. Increase in incidence of acute diseases after the Kobe earthquake.

Mean monthly Cases (A) July−Nov. 1994 (5 Number of Cases (B) Increase of B months) 17 Jan.−13 Feb. 1995 over A Respiratory 22.4 106 4.7 Cardiac 19.8 68 3.6 Digestive 27.2 56 2.1 Cerebral 17.8 5 0.2 With regard to acute disease of the central nervous system, a smaller incidence was noticed during and after the disaster (five cases compared to almost 18 per month before).

Distribution of the diseases

The distribution of 106 respiratory cases by principal causes is shown in Fig. 2.4. Eleven patients died: six from pneumonia, four from lung cancer and one from old tuberculosis.

40 Figure 2.4. Respiratory diseases by principal type after the Kobe earthquake.

The 74 cardiac cases included 39 patients with congestive heart failure (53%), 11 with angina (15%), and nine with myocardial infarction (12%). Four patients died: one of acute myocardial infarction, one of cardiac arrest of unknown origin and two of cardio−pulmonary arrest on arrival at the hospital.

The total of 67 cases of gastric disease included 27 patients with liver cirrhosis (40%), 12 with gastric ulcer (18%), four with acute hepatitis (6%), four with bacterial enteritis (6%), and two with duodenal ulcer (3%). Bleeding from the digestive system occurred in 28 cases (42%).

These gastric disorders appeared a little later than respiratory and cardiac diseases, starting in the third week with a peak in the fourth week after the disaster. Six patients died: two of liver insufficiency and one each from rupture of the oesophageal varices, colon cancer, ileus and other combined illnesses.

Discussion

Our study revealed a number of issues that require further discussion. The most frequent illness was respiratory disease. Was this because of the season when the disaster occurred? Why were gastric diseases generated later than the others? Why was the number of patients with diseases of the central nervous system so small in this study? What influence did the reduced functioning of the hospital have on the figures? And did the problem of access to the hospital have any effect?

Lessons learned

It has been stated in several reports that the most frequent acute disease after the disaster and the leading cause of death was respiratory infection (2,4,5). Coldness, overcrowding and deteriorating sanitary conditions in the shelters are the factors behind this. The best method of prevention of acute diseases will be the mitigation of circumstances that cause respiratory infection. If this is done, cardiac and gastric diseases will also be controlled.

Destruction of the access road to the hospital and damage to the bridge, coupled with the complete lack of information resulting from disruption of telecommunications, limited the usefulness of the remaining hospital facilities. The reduction in the functioning of the hospital was mainly due to the disruption of basic services, especially the water supply, and to the fact that equipment such as the respirator would not work properly. It is also regrettable that we did not have a disaster management plan with an effective system of command.

Improvements after the disaster

41 Respiratory diseases will be well controlled by comfortable shelters with sufficient sanitation, protection from cold, and relief materials. Additional measures that either have already been implemented or are planned include a helicopter transportation system, a strong hospital with aseismic equipment and flexible links to the water, electricity and telecommunications systems, a tunnel under the sea as another access to the island hospital, and an effective disaster management plan.

References

1. Internal report of the Community Health Division, Public Health and Environment Department, Hyogo Prefecture, 1995.

2. Report by the research project on early medical response to the Great Hanshin−Awaji Earthquake. Government of Japan, 1996.

3. Tatemichi K. Early medical response to the Great Hansihn−Awaji Earthquake (Japanese). Kobe Municipal Hospital Bulletin (special ed.), 17 January 1996:45−57.

4. Kario K, Ohhashi T. A follow−up study on cardiovascular disease at the time of the Hanshin Awaji Earthquake. Medicine & Global Survival, 1995, 2(4):191−201.

5. Kunii O, Akagi M, Kita E. The medical and public health response to the Great Hanshin Awaji Earthquake in Japan: a case study in disaster planning. Medicine & Global Survival, 1995, 2(4):210−226.

Long−term studies of mortality and morbidity following the Armenian earthquake

A.K. Melkonian1, H.K. Armenian2 and A.P. Hovanesian3

1A.K. Melkonian, M.D., is from the Republican Information and Computer Centre, Ministry of Health, Armenia.

2H.K. Armenian, M.D., Ph.D., is from the Department of Epidemiology, School of Hygiene and Public Health, Johns Hopkins University, Baltimore, USA.

3A.P. Hovanesian, Ph.D., is from the Republican Information and Computer Centre, Ministry of Health, Armenia.

Most investigations that have studied mortality from earthquakes have used cross−sectional field survey techniques or case−control methods and have limited the investigation to the period immediately following the disaster (1−5). Follow−up data from previous earthquakes suggest that there may be an increase in mortality during the post−earthquake period, particularly from coronary heart disease. Looking at mortality data from death registration, Katsouyanni et al (6) compared death rates on three consecutive days following the earthquake in Thessaloniki, Greece, to mortality at other times. They estimated that exposure to the earthquake increased the risk of deaths from cardiac origin three−fold and death from all causes 1.6 times.

An earthquake registering 6.9 on the Richter scale hit the northern part of the Armenian Republic of the at 11:41 a.m. on 7 December 1988 (7). Between half a million and 700 000 people were made homeless, with deaths estimated at 25 000. More than 21 000 homes were destroyed (8)− As part of a special information system project that collected data about the population in the aftermath of the earthquake, we initiated a number of epidemiological studies that would provide the necessary data about structural risk factors and appropriate protective behaviour in the immediate period following the earthquake (9). A case−control study was conducted in the summer of 1989 in the city of Gumri (known as Leninakan at the time of the earthquake) involving 189 cases of hospitalized injuries and 156 controls who emerged from the experience unscathed (10). This case−control study identified a higher risk of injuries for persons who were in taller buildings and who were located on the higher floors of these buildings, as well as for those who were indoors during the earthquake. On the basis of these initial findings from the case−control study, a large−scale cohort study was started to study these risk factors from a population perspective, to monitor the long−term health effects of one of the worst natural disasters of the 20th century on the health conditions of the affected population and to ascertain continuing needs for health services.

Research methods

42 Following a search for an appropriate study population that could provide a list of persons on the day preceding the earthquake, it was decided to use the employees of the Ministry of Health living in the earthquake region on 6 December 1988, plus their immediate families, as our study population. Lists of these employees were obtained from the payroll and personnel sections as well as from the Republican Information and Computer Centre of the Ministry of Health in . From an initial list of 9017 employees, 7016 continuing as well as 705 new employees and their families were identified, usually at their workplace, although some were also interviewed at home. Of the employees that we were not able to contact, 927 had moved outside the earthquake region without leaving a follow−up address, 73 had died and their families had relocated, 106 refused to be interviewed, and for 895 names on the initial list no information was available or no contact could be established after a number of attempts. For each of the employees that could not be located a special effort was made by colleagues to get information. A comparison of the information available from the original lists revealed that the group of persons who could not be traced included a larger proportion of physicians in the city of Gumri (Leninakan) compared to the group that could be located.

The study population eventually included 35 043 persons − the 7016 interviewed employees and their immediate families, plus the 705 new employees and their families. Each of these employees and their family members were contacted twice in two series of interviews. These interviews were conducted during the period 1990−1992. In addition, a psychiatric interview was conducted on a random subsample of 2100 persons from this same population of age 17−65. Following a definition of the variables of interest, a questionnaire was developed in Armenian and pretested on a small sample of employees. Each of the questionnaires was coded and entered into a computer format for processing and analysis. In view of the fact that the respondents to the interview for this analysis were either health professionals or employees of the Ministry of Health with better than average access to the health care system and to diagnostic facilities, the information on causes of morbidity and mortality was very detailed and involved over 1000 different diagnoses or categories.

Simple frequency distributions and cross−tabulations provided an initial approach to the analysis. In order to adjust for the various factors, a multivariate logistic regression analysis was used. In addition to the adjustments, various other multivariate models were used to test potential interactions between the different variables. Incidence density matching with a SAS computer programme (11) was used to select controls for incident cases of coronary heart disease in order to overcome biases caused by coronary heart disease deaths.

Conclusion

This is the first analytic study of post−earthquake mortality that uses a population−based follow−up of a cohort by defining a study population for the day before the earthquake and tracing the outcomes in that same group following the disaster. Although an initial increase of mortality was observed during the first six months of the disaster, the increase could not be explained by higher exposure to earthquake stressors, except that there was a higher risk of death for persons who were located inside a building at the moment of the earthquake.

There are a number of potential problems that one has to refer to in reviewing the results of the current study. Ascertainment of deaths is one such potential problem. Although reported cause of death may have a low degree of validity in other studies, such reports by health professionals, as in this study, with a higher than average access to the health care system and its diagnostic facilities is probably more valid than causes of death obtained from lay interviewees. The possibility that some deaths during the first few days and weeks following the disaster were missed by the interview process was minimized in this study by identifying our study population on the day before the earthquake and identifying all deaths that occurred after that.

Our inability to establish important links between earthquake stressors and post−disaster mortality may be due to inappropriate measurement of these stressors or loss as a result of the earthquake.

This study in the post−event phase of the earthquake allows us to identify risk factors of mortality and morbidity and thus help reduce the long−term consequences of the disaster. Stressors have been identified as causes of mortality and morbidity, particularly for coronary artery disease, in other types of disaster. Our own study of arteriographically determined coronary artery disease in Beirut during the civil war demonstrated that persons with a higher exposure to war stressors had significantly more coronary artery obstruction (12).

This epidemiological study represents a step in the process of refining disaster research methodology for the investigation of the complex relationship between factors related to survival following earthquakes (13).

In this first longitudinal follow−up study of a population−based cohort, we investigated the long−term risk of morbidity, in particular for incident coronary heart disease, in persons exposed to stressors. People with a

43 profile of exposure to such stressors as a result of the disaster should be monitored intensively. Preventive measures should be considered in the post−disaster period for such persons.

References

1. Spence RJ, Coburn AW, Sakai S, Pomonis A. Reducing human casualties in building collapse: methods of optimising disaster plans to reduce injury levels. Cambridge, Martin Centre for Architectural and Urban Studies, Cambridge University, 1991:1−55.

2. De Bruycker M, Greco D, Lechat MF. The 1980 earthquake in southern Italy: morbidity and mortality. International Journal of Epidemiology, 1985, 14(1):113−17.

3. Glass RI, Urrutia JJ, Sibony S et al. Earthquake injuries related to housing in a Guatemalan village. Science, 1977,197:638−43.

4. Roces MC, White ME, Dayrit MM, Durkin ME. Risk factors for injuries due to the 1990 earthquake in Luzon, Philippines. Bull. World Health Organ., 1992, 70:509−514.

5. Pretto EA, Ricci E, Klain M et al. Disaster reanimatology potentials: structured interview study in Armenia III. Results, conclusions, and recommendations. Prehospital and disaster medicine, 1992, 7:327−338.

6. Katsouyanni K, Kogevinas M, Trichopoulos D. Earthquake related stress and cardiac mortality. International journal of epidemiology, 1986, 15:326−30.

7. Karapetian NK, Agbabian M, Chilingarian GV. Earthquakes of the Armenian highlands (seismic setting). Los Angeles, University of Southern California, 1991:1.

8. UNDRO. Multisectoral study on disaster and management planing in Armenia. Geneva, UNDRO, 1990.

9. Noji EK, Kelen GD, Armenian HK et al. The 1988 earthquake in Soviet Armenia: case study. Annals of Emergency Medicine, 1990, 19:891−897.

10. Armenian HK, Noji EK, Oganessian AP. Case control study of injuries due to the earthquake in Soviet Armenia. Bull. World Health Organ., 1992, 70:251−257.

11. Pearce N. Incidence density matching with a simple SAS computer program. International journal of epidemiology, 1989, 18(4):981−84.

12. Sibai AM, Armenian HK, Alam S. Wartime determinants of arteriographically confirmed coronary artery disease in Beirut. American journal of epidemiology, 1989:130:623−631.

13. Armenian HK. Methodologic issues in the epidemiologic studies of disasters. Proceedings of the International Workshop on Earthquake Injury Epidemiology for Mitigation and Response. Baltimore, MD, Johns Hopkins University, 1989: 95−106.

Summary

E. Pretto1and J. Levett2

1 E.A. Pretto M.D., M.P.H. is Principal Investigator, Disaster Reanimatology Study Group and Associate Director Safar Center for Resuscitation Research, University of Pittsburgh School of Medicine, Pittsburgh, USA.

2 J. Levett is Director of International Affairs, National School of Public Health, Ministry of Health and Welfare, Athens, Greece.

Professor Sergey Goncharov, Director, All−Russian Centre for Disaster Medicine, Ministry' of Public Health and Medical Industry, Moscow, Russian Federation, presented data on the relationship between seismic intensity of earthquakes and casualties in his presentation entitled "Health Consequences of Disastrous Earthquakes in Russia". The experience in the Russian Federation and the former Soviet Union has been that

44 most fatalities occurred within six hours of the disaster and most injuries within three day's. The presentation and a supporting videotape showed a well−equipped system of field−hospitals which were developed from army technology and were installed at the Neftegorsk earthquake within one day.

He also advocated the adoption of a universal classification of earthquake−related injuries and the establishment of corresponding registries.

Dr Kiyoshi Tatemichi, Director, Emergency Department, Kobe City General Hospital, Kobe, Japan, mentioned that there was no developed plan for disaster management of hospitals before the earthquake. In Kobe, 40 out of 80 hospitals were damaged. He described several types of non−traumatic diseases seen among 475 patients treated at Kobe City General Hospital after the 1995 earthquake. The incidence of acute respiratory diseases appeared early and continued high for a couple of months (up to 4.7 times normal levels). Besides respiratory diseases, cardiac, neurological and gastric diseases also increased.

Dr Arthur K. Melkonian presented a paper on "Long−term Studies of Mortality and Morbidity following the Armenian Earthquake". After the Spitak earthquake in Armenia which caused some 25 000 deaths and the destruction of more than 25 000 houses, cohort studies were organized in association with the Notre Dame University in the United States. According to these studies, the risk of death from cardiac origin increased three times and death due to other causes rose 1.6 times. A special information system project was initiated soon after the Armenian earthquake and a case−control study in 1989. Based on these findings the large−scale cohort study was established. After four years the data showed that elderly, smokers, people who do not exercise, drinkers of alcohol and people who tend to stay inside houses had a higher death rate from coronary and other causes.

Health consequences

Long−term effects of the Great Hanshin−Awaji Earthquake on urban public health

S. Sato1

1S. Sato is Professor, Department of Hygiene, Kobe University School of Medicine, Kobe, Japan

The long−term effects on public health of the Great Hanshin−Awaji Earthquake, which affected Kobe City and surrounding areas on 17 January 1995, are discussed in this article from three standpoints. One is the result of statutory health check−ups for infants and adults at various health centers in Hyogo Prefecture in the 15 months after the earthquake. Long−term health problems are further discussed in relation to the numbers of deaths of people in Hyogo Prefecture in 1995, in comparison with those in 1994. The physical and psychological problems of people living in temporary accommodation are also briefly discussed under this heading.

The second topic of discussion is air pollution in Hyogo Prefecture, including Kobe City, after the earthquake

with reference to concentrations of NO2, SO2 and asbestos. An assessment of these air pollutants at various points in the region is made and their effects on health are discussed.

Health problems not directly related to the earthquake but relevant to Kobe City and Hyogo Prefecture, and that require improvement especially during the period of recovery from the earthquake, are also discussed. Under this topic the situation of some infectious diseases and ambient conditions is described.

Results of health check−ups and other surveys

In Japan there exists a system of statutory health check−ups for infants at the ages of 18 months and three years. The check−ups are required by the Maternal and Child Health Law. Items to be checked are mainly those related to psychological and somatic developments and the check−up is implemented by municipal governments− When conditions requiring attention are found, infants are followed up by or referred to hospitals.

45 In the fiscal year 1995, i.e. from April 1995 to March 1996, health check−ups for infants were performed at 26 health centres administered by Hyogo Prefecture. Among them were seven health centres located in the zone affected by the earthquake. About 88% of 18−month−olds and 82% of three−year−olds received health check−ups. At the 19 health centres outside the earthquake zone, 92% and 89% of the same age groups received health check−ups. Rates of infants who were diagnosed as abnormal inside and outside earthquake zones were 10.8% and 12.9% respectively (according to unpublished data from the Public Health Department of Hyogo Prefecture) and no significant difference was observed between them. With regard to psychological and somatic abnormalities there was also no difference between the two zones. The results for 18−month−old infants were essentially the same as those for three−year−old children. When the results for fiscal year 1995 were compared with those for 1994, there was again no difference.

Japanese people who are 40 years or older also have a statutory right to health check−ups under the Law for the Health and Medical Service for the Aged. This health check−up is not compulsory like the one for infants but is voluntary. However, in the fiscal year 1995, about 160 000 persons (equivalent to 25% of the age group concerned) received health check−ups at centres in the earthquake zone. Outside the earthquake zone about 180 000 persons (i.e. 45% of the age group concerned) received health check−ups. Table 2.4 shows the percentages of people who had various health problems in both zones. With regard to all items there was no significant difference in the figure between the two zones. When compared with figures for the fiscal year 1994, there was also no significant difference observed between the zones. Taken together, these results apparently suggest that the health effects of the earthquake, for that year at least, were not serious. However, the percentage of people who received health check−ups, especially in the earthquake zone, was low and there may exist a bias for those who are healthier in the first place to receive this examination. Moreover, how many of the same persons received the health check−up in the fiscal years 1994 and 1995 is not analysed at this point. Thus for a clear conclusion we should wait for these factors to be taken into account.

Table 2.4. Health check results for people of 40 years or more in health centres of Hyogo Prefecture in 1995 (based on unpublished data from the Public Health Department of Hyogo Prefecture)

Health problems Health Centre In earthquake zone % Outside earthquake zone % Hypertension 12.2 13.9 Abnormal ECG 8.6 16.0 Anemia 10.7 16.4 Hepatic disorders 11.5 14.5 Diabetes mellitus 9.2 10.9 Renal disorders 6.1 14.6 Total 76.7 88.9 Another less accurate way of estimating the effects of the earthquake is to compare total number of deaths for each month in 1995 with those for 1994 for areas damaged and undamaged by the earthquake. In Table 2.5 these results are shown as a ratio calculated from the data provided by the Public Health Department, Hyogo Prefecture. In 1995 the total number of deaths was 47 044. In the areas damaged by the earthquake, the ratio was very high in January and an increase was still observed for February. But in March and the following months the ratio was almost 1 or even slightly lower. In the areas not damaged by the earthquake the number of deaths for each month was almost the same as in the previous year.

Table 2.5. Comparative mortality: Ratios by Month for 1995 to 1994 in Hyogo Prefecture (data provided by the Public Health Department of Hyogo Prefecture)

Month Areas Damaged Undamaged January 3.760 1.089 February 1.330 1.099 March 1.090 1.063 April 1.024 0.968 May 1.036 1.058 June 1.014 1.004 July 0.900 1.047

46 August 0.964 1.084 September 0.951 1.018 October 0.979 1.014 November 0.933 1.065 December 0.976 1.038 For those living in temporary accommodation, rates of physical and psychological disorders are apparently high. As of April 1996, 37 378 people were living in temporary accommodation in Hyogo Prefecture and Kobe City. About 10% of them, i.e. 3565 people, had adult diseases such as cardiovascular and cerebrovascular diseases and hypertension. Of these, 155 were suffering from tuberculosis, 512 from psychological problems and 630 from psychosomatic disorders. The number of people with other disorders was 1294, according to the Public Health Department of Hyogo Prefecture. Exact comparison of these figures with those of a control group matched in sex and age but living in "ordinary" conditions was not done, but the rates of these disorders seem to be much higher for those living in temporary accommodation. If this is true, and when the results of health check−ups are considered, the detrimental effects of the earthquake on health seem to have been rather indirect, i.e. they were mainly due to poor living conditions. In fact a survey of nutritional intake of people living in some temporary accommodation showed lower consumptions of meat, fish, eggs, milk, dairy products, fresh vegetables and oil.

Air pollution

Air pollution is continuously monitored at about 50 checkpoints in Hyogo Prefecture, including Kobe City, by the Environment Bureau of the Lifestyle and Culture Department of the prefecture. The main items monitored are NO2, SO2 and suspended particulate matter. At some points CO concentration is also monitored in relation to pollution caused by engine exhaust fumes. In 1995 after the earthquake a further 19 hazardous chemicals in the air, such as ammonia, HF, HCN, formaldehyde, phenol, benzene and so on, were also determined in February and July. Asbestos concentrations were measured seven times at 61 points where buildings were being destroyed and nine times at another 17 checkpoints in the same year.

Chronological changes of average concentrations of NO2 and SO2 at areas damaged and undamaged by the earthquake are shown in Fig. 2.5. Although less than the environmental standard of 0.04 ppm, NO; concentrations were always higher in damaged areas. This is mainly due to traffic congestion. Not much difference was seen with SO; between the two areas and its concentration was always below the environmental standard of 0.04 ppm. The concentrations of suspended particulate matter in damaged areas were a little higher than those in undamaged areas until March 1995 but later they became almost the same in the two areas (Fig. 2.6). Concentrations of other hazardous chemicals in the air were almost within the range found at other cities in Japan. Asbestos concentrations at points where building destruction was done were rather high until June 1995, i.e. 3.0−4.5 fibres/litre as average with a maximum value of 19.9 fibres/litre, but later they decreased to 0.7 fibre/litre. At other points average values were 1.2 to 0.4 fibre/litre. These average values were less than the Japanese environmental standard of 10 fibres/litre. The standardized mortality ratio of people exposed to asbestos for 25 years was reported to increase linearly depending upon the concentration of asbestos. Suppose this dose response is linear at very low concentrations of asbestos, exposure to 10 fibres/litre of asbestos for 25 years would yield a standardized mortality ratio of one in 100 000. Exposure to 1 fibre/litre, a concentration observed at the points where no building destruction was done, would only increase the standardized mortality ratio by 6 ×10−6. These air pollution results after the earthquake suggest no significant adverse health effects.

47 Figure 2.5. Variations in chemical air pollution after the Kobe earthquake

Figure 2.6. Variations in concentrations of suspended particulate matter after the Kobe earthquake

Health problems specific to Kobe City and Hyogo Prefecture

The morbidity rate for tuberculosis has recently been increasing in a number of countries and cities and Kobe is no exception. A survey in 1988 showed that in some areas of Kobe City morbidity rates for tuberculosis per 105 population were almost 2−3 times the national average of 44.3 in the same year. This is due in part to poor housing conditions in certain areas and, incidentally, some of these areas were severely damaged by the earthquake. Another problem apparently connected with the high incidence of tuberculosis in Kobe City and

48 Hyogo Prefecture is the high incidences of liver diseases and hepatocellular carcinoma, possibly due to hepatitis C virus (HCV) infection. Preliminary data from a case−control study on the causative factors of hepatocellular carcinoma in Hyogo Prefecture being carried out by our group show that bachelorhood in males, past history of blood transfusion in both males and females and family history of HCV hepatitis in males are significantly correlated with this type of cancer. The presence of the HCV antibody was found in 83% of male and 92% of female cases. HCV is thought to be transmitted by blood transfusion or in a related manner, but mother−to−infant, spouse−to−spouse, or intrafamilial transmission is also thought to be important. Links with drug abuse and tattooing are also discussed. Moreover, HCV is detectable also in the saliva or urine of some HCV carriers, and HCV infection has recently been recognized as one of the sexually transmitted diseases. Accordingly, prevention of HCV infection may be improved via environmental controls and changes in sexual behaviour. In this context, improving the sewage disposal system should be a priority following the earthquake. As of March 1995, average availability of mainline sewage disposal in Hyogo Prefecture was 67.4%. Although in Kobe City it was nearly 100%, the average in the urban areas was still 78.7% and the average in the rural areas only 6.7%. Improvement of this infrastructure should therefore play an important role in improving human health conditions, and the period of recovery from the earthquake is a good time to do this.

Discussion

In this article the long−term health effects of the earthquake were discussed first with reference to the results of health check−ups for infants and adults. On the basis of the relatively high rate of such examinations, i.e. more than 80%, it can be stated that serious psychological or somatic abnormalities were not seen in infants living in the earthquake zone at least within that fiscal year. However, there was redistribution of population after the earthquake and this was particularly the case with pregnant women, infants and elderly people. The rate of health checks was slightly lower in the earthquake zone than outside it. These facts should be considered before a clear conclusion is made. Significantly higher cases of abnormal delivery and retarded growth of delivered babies were reported with pregnant women who suffered in some way from the earthquake. The rate of health check−ups of elderly people was also low in the earthquake zone. Further analysis of people who received the health check−up is necessary. For example, comparison of the incidence of each health problem in people who received the examination both in 1995 and in previous years should be made. In fact, the number of cases of myocardial infarction increased on Awaji Island in January and February 1995.

Comparison of apparent results from health check−ups and apparently higher incidences of various disorders among people living in temporary accommodation may suggest that the direct effects of the earthquake on health were not so serious− Rather, they were indirect and due to poor living conditions after the earthquake that affected people both physically and psychologically. If so, the provision and maintenance of good living conditions as soon as possible after a disaster would help with long−term health. Air pollution within a year after the earthquake was not serious although higher than usual concentrations of some pollutants were found in some areas. Poor environmental or other conditions unfavourable for health should also be improved during the recovery from the earthquake. The Great Hanshin−Awaji Earthquake was a real tragedy in a number of ways, including human health, but it is hoped that we can learn from it and improve urban health in the future.

Acknowledgement. The author is deeply indebted to Hyogo Prefectural and Kobe City governments for their kind provision of published as well as unpublised data relevant to the health effects of the Great Hanshin−Awaji Earthquake.

Mental health condition and mental health care of children after the Great Hanshin−Awaji Earthquake: the experience of Nishinomiya City

S. Shirataki1, Y. Matsukawa1 and H. Kashiwagi1

1Department of Psychiatry and Neurology, Kobe University School of Medicine, Kobe, Japan.

Over 6300 people were killed by the Great Hanshin−Awaji Earthquake. Some died immediately when buildings collapsed and wooden houses caught fire, and some died only several months later. The magnitude of the earthquake and the extent of the area affected exceeded past experience in Japan. In this report we focus attention particularly on the young generation and their mental reactions to the disaster. We also propose a school mental health promotion system that was not only useful in such an urgent situation as this great earthquake but can also be applied to routine mental health in schools in Japan.

49 Mental health of infants and schoolchildren

This research is based on the experience in Nishinomiya City, which is located near Kobe and which has a population of about 427 000. We have been collaborating with the municipal Board of Education in the area of school mental health for the past 10 years. The core of the mental health service is the so−called "consultation service". Fifteen child and adolescent psychiatrists provide this service to all municipal schools of the city (42 elementary school, 19 junior high schools, three high schools, and 22 kindergartens). To promote this activity the School Mental Health Committee has been established in Nishinomiya City.

This collaborative service functioned even on the day of the disaster. Every psychiatrist of the above−mentioned committee was ready to visit any school that had urgent need for consultation about the mental state of the students. The Division of Health in the Board of Education was able to start studying the mental condition of the students immediately after the disaster.

The results of the investigation of the mental condition of the students are summarized in Table 2.6. True anxiety reaction was a relative rarity among the students in this district. Indeed, we are surprised to learn that there has been only mild mental reaction among infants and students in terms of anxiety disorders, no matter how great the damage caused by the earthquake was.

Although these results concern students in Nishinomiya City, we know that the same can be said for schoolchildren in Kobe City where the Child Guidance Centre investigated the psychological after−effect of the earthquake.

Table 2.6. Mental condition of school children in Nishinomiya City (as of 10 April 1995)

1. Elementary Total: 24 280 children (42 schools) schoolchildren Children in need of care: 44 (22 male, 22 female) • anxiety: 16 (fear of the dark, being alone, hypersensitivity to sounds) • regression: 14 (physical attachment to mother, dependency) • neurotic symptoms: 8 (alopecia, asthmatic attacks, headaches) • insomnia: 4 2. Junior high Total: 11 464 children (19 schools) schoolchildren Children in need of care: 22 (12 male, 10 female) • anxiety: 8 (restlessness, fear of being alone) • insomnia: 4 (waking at midnight) • regression: 3 (dependency on mother) • school non−attendance: 3 • loss of appetite 3. High school students Total: 2339 (3 schools) Students in need of care: 6 (4 male, 2 female) • anxiety: 3 • insomnia: 1 • violence: 2 • fearfulness: 1 • monologue: 1 4. Kindergarten children Total: 1273 (22 kindergartens) Children in need of care: 9 (4 male, 5 female) • regression: 5 (separation anxiety, thumb−sucking, physical attachment to mother, weeping in mother's absence) • anxiety: 3 (fear of being alone, wishing to sleep in mother's bed, restlessness, violence) • depression: 1 (fewer facial expressions, inactivity) Study of children's mental health by means of an anxiety scale questionnaire

50 While there has been only slight mental reaction in terms of anxiety disorder in infants and schoolchildren in the area affected by the earthquake, it has been obvious that there are many mental problems among schoolchildren in Japan, such as non−attendance at school, eating disorders and bullying. A great effort has been made by Japanese child and adolescent psychiatrists to participate in treatment teams for these problems throughout the country. In Nishinomiya City these problems have also been the main focus of our concern. We have been speculating that anxiety could lie behind these mental problems in children.

Because of these considerations we decided to measure the degree of anxiety in every infant, school−child and student in Nishinomiya City. We drew up an anxiety scale questionnaire to be answered by children at kindergarten, elementary school, junior high school, and high school. We modified the original scale by A. Castaneda (1956) to fit the Japanese situation.

Fig. 2.7 shows the distribution of the anxiety score for second grade junior high school students, as an example. First and third grades were also studied. From this distribution graph, we can statistically establish the line above which the score indicates increased anxiety of students. This line was calculated from the average plus one standard deviation (SD) and defines a warning threshold for teachers.

Furthermore, if physical damage such as full or partial destruction of the home of a student can be correlated with the anxiety score, we shall know the extent of the mental aftereffect caused by the great earthquake. This questionnaire study is now being undertaken in Nishinomiya City.

Results have so far been only partially analysed, but we can see from Table 2.7 that the items which students checked most frequently are concerns about school performance or their future after graduation. It seems here again that anxiety which can be regarded as resulting from the experience of the great disaster does not figure so prominently. This would confirm the results of the analysis using other kinds of information.

Conclusion

We believe that the reason for the relative rarity of severe mental after−effects of the earthquake among children thus studied is, firstly, that suffering children were in physical contact with their mothers all day long and could share the same bed at night, and secondly, that adults and young people gathered in nearby shelters, mostly school rooms or sports halls. Everyone slept on the floor in these places with thin mats placed closely side by side. This may have greatly relieved the anxiety of the adults who could also relieve anxiety of the young by allowing them to have very close contact. The traditional mother−infant dependency had been regarded as a thing of the past due to the effect of nurturing guidelines imported from outside Japan, but this has been proved to still survive in present−day Japan.

As a mental after−effect of the great disaster, the occurrence of post−traumatic stress disorder is very often mentioned. However, we observed almost no cases of this disorder in children. Furthermore, we found the definition of the concept of post−traumatic stress disorder too vague to apply to young children.

We know that the mechanism that leads to a mental reaction defined as post−traumatic stress disorder after disaster is not so simple as to be determined by only two factors − disaster as a cause and post−traumatic stress disorder as an effect. Many other factors are of course involved, including the developmental stage and status of the children and various factors that may intervene immediately after the disaster.

51 Figure 2.7. Distribution of anxiety scores for schoolchildren in Nishinomiya City (a)

Figure 2.7. Distribution of anxiety scores for schoolchildren in Nishinomiya City (b)

Table 2.7. Most frequent items of the anxiety scale in junior high school students

1st grade Male Female 1 difficult to concentrate difficult to concentrate 2 difficult to make up one's mind worry about school performance 3 worry about the future get tired easily 4 get angry easily don't want to consult teacher 5 get tired easily difficult to make up one's mind 2nd grade Male Female 1 worry about drop of grade worry about drop of grade 2 worry about school performance worry about school performance

52 3 difficult to wake up early difficult to keep up with schoolwork 4 get tired easily blush easily 5 difficult to make up one's mind don't want to consult teacher 3rd grade Male Female 1 worry about the future worry about drop in score 2 worry about school performance difficult to concentrate 3 difficult to concentrate worry about school performance 4 difficult to keep up with school work worry about the future 5 worry about drop in score difficult to keep up with school work

Rehabilitation of elderly earthquake victims in the Kobe area

R. Homma−True1, S. Uchiyama2, T. Yuki3, F. Shiga4, M. Kataoka2, M. Kawabata2 and N. Matsuda2

1Department of Psychiatry, University of California, San Francisco, USA. 2Faculty of Health Science, Kobe University School of Medicine, Kobe, Japan. 3Faculty of Medicine, Kobe University School of Medicine, Kobe, Japan. 4Graduate School of International Cooperation Studies, Kobe University, Kobe, Japan.

The purpose of this study was to explore the health status and living conditions of the Kobe earthquake victims living in temporary housing, and the relationship to the earthquake damage suffered by the victims nearly 20 months earlier. Among the 100 randomly chosen residents in one of the temporary housing districts in Kobe City, 74 responded to interviews using a 43−item questionnaire concerning their earthquake experiences, general health and psychological status, and availability of support or help. Our findings indicate that despite the passage of over 20 months since the impact, many residents are experiencing health and psychological problems. As can be expected, the 65 years and older group were experiencing more health problems. The gender differences noted were that males were reporting more physical problems while females tended to report problems with sleep and loss of appetite, which may be indicative of depressive symptoms. We found many residents are also isolated and do not have the social support or help needed to facilitate recovery. However, we did not find significant differences between age and gender groups.

Background

Considerable advance has been made in recent years in the U.S.A. and other industrialized countries in understanding the extent and nature of the impact of traumatic events, including natural disasters such as earthquakes, on people's lives (1). In their review of 12 research findings conducted between 1987 and 1991, Davidson and Fairbank (1993) have noted that the lifetime prevalence for post−traumatic stress disorder varied widely, i.e. from 1−15% among the general community samples to 3.0−75.8% among at−risk groups such as combat veterans and victims of volcanic eruption or criminal violence (2).

Despite the fact there have been frequent traumatic disasters in Japan, there is limited data about their impact on the health or psychological status of the individuals affected. One study conducted by Odaira et al (1993) in 1968 and 1974 within a few weeks of earthquakes in northern Japan indicated that those who experienced the earthquakes reported substantial reactions, both physically and psychologically, immediately after the impact, but that the reactions began to subside within a few weeks (3). There is no report in Japan on the long−term impact of the exposure to traumatic events.

The purpose of the present study is to explore the health status and living conditions of the Kobe earthquake victims who live in temporary housing and its relationship to the earthquake damage suffered by the victims.

Method

One hundred residents of one of the temporary housing districts located in the Kobe area were randomly chosen. Among the 100, 73 agreed to be interviewed by seven investigators during the months of October and November 1996. The questionnaire, consisting of 43 items, was developed by the Faculty of Health Science, Kobe University School of Medicine. It incorporated some of the items used by the University of California, San Francisco investigators and covered the following areas: demographic background, including the pre−earthquake and post−earthquake status; extent of damages/injuries suffered; general health status; psychological status; and support or help available. While most of the items were multiple choice questions,

53 four were descriptive questions, intended to elicit specific individual experiences at the time of the earthquake, serious life events during the 12 months before, current sources of psychological support, and hope for the future.

The age distribution of the sample was as follows: three at 41−45 years of age, two at 54−59 years of age, 15 at 59−63 years of age, 15 at 64−68 years of age, 20 at 68−72 years of age, five at 73−77 years of age, eight at 77−81 years of age and five at 82−86 years of age. The average age of the subjects was 67.3.

Results and discussions

The responses to the questionnaire were divided into three clusters and factor analysed to explore their relationship to age (65 years + or under) and gender differences.

Health Status

The factor analysis was conducted on the following 12 items: age, gender, educational level, pre−earthquake income level, current income level, damage to the residence, financial losses, emotional stability of family members, appetite, sleep problems, colds, disabling conditions. We defined factor 1 as "age−related health status" and factor 2 as "capacity for living". The cluster shown in Fig. 2.8 presents the pattern for individuals of 65 years and older. It appears that the majority of variables tend to impact inversely on factor 1, i.e. impacting negatively on the health status of the respondents. In view of the close location between "disabling conditions" and "appetite", it appears these variables are closely related. When two other health−related variables, "colds" and "sleep", are included, all four variables appear to be clustered closely, indicating considerable interrelation. Age appears to be inversely related to factor 2, indicating that, as individuals age, their capacity for living is negatively impacted. Another notable point is that the current and pre−earthquake income for this group are closely related. This is most likely attributable to the fact that many in this group had already retired before the earthquake and their pensions were the same before and after the earthquake.

Fig. 2.9 represents the pattern of those under 65 years of age. The notable pattern for this group is that all the variables are widely scattered, including the four variables for health−related issues. This may be due to the fact that there is a wide diversity in age among this group.

Figure 2.8. Factor analysis − 65 years and older

54 Figure 2.9. Factor analysis − below 65 years

Compared to the pattern among the 65 and older group, there is much less relationship between current and pre−earthquake income. It probably indicates that many who had jobs before the earthquake in this group either lost their jobs or had to change their jobs.

Fig. 2.10 shows the pattern for males. Overall, it appears there is relatively small scatter for their variables. Among the four health−related variables, "easy to catch colds" and "physical disability" are especially closely related. Additionally, "appetite" seems also related to the two variables, indicating that males tend to suffer simultaneously from various physical elements, such as colds, disability and poor appetite. "Sleep" as a variable appears to be a negatively loading factor relative to factor 2, "capacity for living", indicating that their difficulty with sleep impacts negatively on their capacity for living. Age also appears to have negative impact on both factors 1 and 2. As they become older, men's health level and. capacity for living both deteriorate. The fact that their current and pre−earthquake income are closely related could mean that those males who were working before were able to return to work, regaining their previous earning power, or that the incomes of those already receiving pensions have not changed.

Fig. 2.11 represents the pattern for females, which appears to be more scattered than that for males. Among the four health−related variables, "appetite" and "sleep" are closely related, which seems to indicate that if they have trouble eating, they will have trouble sleeping, or vice versa. The relationship between "physical disability" and "colds" seems limited. There is also little relationship between current income and pre−earthquake income, which may mean that those women who lost their jobs are having trouble returning to work or regaining their previous earning level. Age also seems to impact negatively for women on factor 1. It may mean that women, as they age, tend to experience more chronic illnesses, particularly those related to deteriorating conditions related to post−menopausal changes.

Availability of support

The 10 questions about the availability of various support from family members and friends addressed the following: "friends and families you can turn to in times of need", "whose advice you trust", "who you can invite out for a drink/meal or to a movie", "who will lend you ¥20 000−30 000 ($200−300) if needed", "who can you talk to about family or personal problems", "who will take you to the doctor or shopping if needed", "who'll help you financially regardless of the amount", "who will understand your private worries or fears", "who will visit you or help you regularly if you're sick or seriously injured", "who will help you when you are feeling down".

55 When t−test was conducted, the difference between the two age groups, i.e. those 65 years or over (50) vs those below 65 years (21), was not significant (p>0.05, df=69, t=0.8). The standard deviations for both groups were large. This can be interpreted to mean that the level of support available to the residents of the temporary housing is widely divergent and is not related to their age. The family structure for most of the residents is based on the nuclear family, which could mean that the availability of help from family or friends is limited.

The factor analysis for both groups indicated a similar pattern for factors 1 and 2. When we designate factor 1 as the strength for seeking support, the patterns for both groups were similar for most items. However, the response to the question "you can invite out for a drink/meal or to a movie" showed extremely low factor loading for the group aged 65 years and over. The pattern for factor 2 was similar to that for factor 1.

Figure 2.10. Factor analysis − males

56 Figure 2.11. Factor analysis − females

The t−test conducted on the gender differences between females (49) and males (23), showed that, like the age differences, these were not significant (p>0.05, df=70, t=1.6). When factor analysis was conducted, there was a significant difference in the distribution of factor loading between the two groups. While the pattern for males indicated a wide distribution over the two−factor axis, there was relatively little difference among the 10 items on factor 1 for females. In terms of absolute values on factor 2, with the exception of "drink/meal, movie", there was little difference among the items.

Psychological status

Although there were seven items related to the psychological status, we excluded three items containing narrative response and multiple responses for the present analysis. The four items included for the current analysis were: feelings immediately after the earthquake, current feelings, memory of the big earthquake, and return to the regular life.

As with the other analyses, we conducted t−tests and factor analysis on the age and gender groups. Again, for both age and gender groups, there were no significant differences on the result of the t−test (age groups, p>0.05, df=67, t=0.3; gender groups, p>0.05, df=68, t=1.5). This is most likely due to the fact that standard deviation for both groups waslarge. This could mean that there is wide variability in the psychological status of the earthquake victims, regardless of age or gender, and that some are still experiencing significant psychological distress from the earthquake experience, while others have recovered sufficiently. The distribution pattern of factor analysis for the two age groups was similar. Similarly, the pattern for the two gender groups was not very different.

References

1. Green BL. Identifying survivors at risk: trauma and stressors across events. In: Wilson JP, Raphael B. (eds.). International handbook of traumatic stress syndromes. New York, Plenum, 1993:135−144.

2. Davidson JRT, Fairbank JA. The epidemiology of posttraumatic stress disorder. In: Davidson JRT, Foa EB (eds.), Posttraumatic stress disorder: DSM IV and beyond. Washington, DC, American Psychiatric Press, 1993:147−169.

57 3. Odaira T, Iwadate T, Raphael B. Earthquake and traumatic stress: early human reactions in Japanese society. In: Wilson JP, Raphael B. (eds.). International handbook of traumatic stress syndromes. New York, Plenum, 1993.

Sustaining rescue personnel: reducing vulnerability to stress

S.M. Platt1

1S.M. Platt MSW is Director for External Relations, Community and Family Services International, Makati City, Metro Manila, Philippines and New York, United States of America.

Disaster stress and the rescue effort

Planned earthquake response includes an element of systematic attention to the health and welfare of the rescue and relief workforce over the entire course of the earthquake event. This is important because this assembled workforce must be able to respond to the needs of victims for as long as the services they provide are required.

Elements of the rescue and helper workforce responding to an earthquake may include:

Search and rescue Heavy equipment operators Firefighters Medical Body identification/morgue Police Social service Mental health Community volunteers International relief workers Clergy Survivor−volunteers This varied group of people come with skills, work styles, protocols and training that may or may not have prepared them for the stress involved in meeting the demands of disaster response in unpredictable earthquake situations. Often they are unaware of disaster stress as a phenomenon which can affect work ability and performance.

The intense effort of initial rescue activities, continued contact with victims, and involvement in the slow and often frustrating recovery effort, predictably expose the responding workforce to extreme stress. This stress is occupational in nature. While reactions are to be expected, and are seen as normal responses to an abnormal situation, stress can pose problems both for individuals and for the rescue effort.

Reducing worker vulnerability to the effects of stress involves a process of applying knowledge of disaster stress, understanding its general and particular sources in the earthquake situation, and anticipating how stress responses may affect workers and their work at various stages of the disaster response. Plans can then be put in place to anticipate, manage and mitigate the negative effects of disaster stress. The positive aspects of mobilizing to cope with an extremely challenging experience can also be noted and acknowledged.

Three sources of stress affecting the rescue workforce

The earthquake event

Stress results from:

− sudden exposure to dead, dying, injured, mutilated or traumatized victims;

− the sights, sounds and odours of mass destruction;

− personal threat posed by the dangerous post−earthquake environment of collapsed or unstable structures amidst aftershocks;

− certain features of the individual earthquake, such as intense cold, large numbers of child victims, extremely mangled bodies that are hard to extract, remote or difficult access to site, low rate of live survivor rescues, occurrence in the holiday season.

The nature of the work

58 The stressful aspects of earthquake response work can include:

− intense time pressure to effect rescue while victims are still alive, and to extract bodies for anguished survivors;

− triage work; overload of responsibility involving life and death;

− extremely long hours and heavy workload of difficult, often unfamiliar tasks;

− unfamiliar roles, sometimes multiple and/or conflicting;

− uncomfortable, unsanitary working and living conditions;

− concern about own family;

− mission failure, human error resulting in loss of life or increased misery;

− close media coverage of work;

− equipment failure;

− communication and/or coordination problems.

Organizational problems in earthquake response

Stress affecting workers results from:

− conflicting policies and/or instructions; − inter/intra−organization conflict and competition; − lack of emergency planning; − leadership problems; − political concerns that stall the rescue effort; − inadequate support of staff; − stress management not a priority; − low recognition of worker accomplishment.

In varying combinations, these sources of stress can exert a powerful effect on members of the responding workforce. Their characteristically high expectations for their own performance also add pressure. It is not surprising that disaster workers are sometimes called "hidden victims". It is also unsurprising that they are subject to stress reactions.

Immediate stress reactions

Exposure to trauma tends to shatter both individual and community sense of well−being and security. The intense reactions of shock, horror, pain and despair experienced by primary victims of earthquakes create an emotionally demanding context for those attempting to respond to their needs. Workers, including those who may themselves be victims, often find that they must suppress their own reactions simply to get the work done during the different phases. Familiarity with the range of stress responses that workers may experience during and after their earthquake assignment is important both for the workers themselves and for those in supervisory and leadership roles.

Stress is experienced in a highly individualized manner. Age, life and work experience, training and previous personal trauma are some variables which may affect the intensity of reactions of people exposed to any sudden and violent event beyond the usual range of human experience, such as an earthquake. Table 2.8 does not represent an all−inclusive list, but it provides examples of what workers may experience in the initial phases of disaster response.

Table 2.8. Immediate reactions to a sudden and violent event

Physical reactions Emotional reactions nausea, gastrointestinal distress numbness, anxiety, fear

59 sweating, shivering rapidly shifting emotions faintness, dizziness guilt, survivor guilt muscle tremors, weakness exhilaration, survivor joy elevated heartbeat, respiration, blood pressure anger, sadness uncoordinated movements helplessness, feeling overwhelmed detachment extreme fatigue, exhaustion feeling unreal headache disorientation narrowed visual field. feeling out of control denial, constriction of feelings strong identification with victims. Cognitive reactions Behavioural reactions difficulty concentrating startled reaction, racing, circular thoughts restlessness slowed thinking sleep and appetite memory problems disturbances confusion, difficulty naming objects difficulty expressing impaired problem−solving, calculations oneself difficulty making decisions constant talking intrusive images of disaster arguments, angry loss of perspective outbursts loss of ability to conceptualize, prioritize. withdrawal, apathy exaggerated "gallows" humour slowed reactions, accident−prone inability to rest or let go increased use of alcohol, tobacco. Spiritual reactions intense use of prayer loss of faith in self profound loss of trust. Total involvement in the work at hand leads workers to ignore their own stress signals. Experiencing a few of the effects listed is to be expected. However, if an individual has several responses in each category, job performance may be diminishing, causing risk to the worker, colleagues and the rescue effort. Supervisors monitor worker stress levels by observing task efficiency and judgement. Decline in these functions indicates that stress is excessive and assistance is needed.

Delayed stress reactions

Many workers are surprised by their reactions in the aftermath of a disaster. They wish the disaster to be over, and are unaware that persistent or delayed reactions are common after an intensely meaningful experience which may have been positive as well as painful. People whose responsibilities or coping style require a high degree of emotional control during the disaster may find themselves reacting at any time afterwards in some of the ways noted below. For most people, reactions gradually decrease until they feel more or less like themselves in a few weeks. The reappearance of reactions around the anniversary of the earthquake or in response to another traumatic event is not uncommon.

Table 2.9. Delayed reactions

Physical reactions Emotional reactions sleep disturbances, nightmares irritability, hostility aches and pains mood swings, feeling unstable appetite and digestive changes anxiety, fear of recurrence lowered resistance to colds and infection depression, grief, anger persistent fatigue. self−blame, shame fragility, feeling vulnerable

60 numbness, detachment. Cognitive reactions Behavioural reactions intrusive memories avoidance of event reminders reactivation of previous traumatic events social relationship disturbances preoccupation with earthquake event. difficulty relating to family and "outsiders" lowered activity level increased use of alcohol, drugs constant need to talk about earthquake experience. Spiritual reactions "Why me" struggle increased cynicism, disillusionment loss or gain of self−confidence loss or renewal of purpose renewed faith in higher being profound existential questioning. Complicated, confusing and contradictory responses to a powerful experience are not unusual. Their timing after the work is completed reflects workers' tendency to cope with traumatic exposure by denying or suppressing feelings which interfere with getting the job done. Assistance may be needed if delayed reactions are intense, disturbing and are affecting functioning at regular work or in the family over a period of several weeks or months after the event. Consultation with a mental health professional well versed in trauma psychology should be considered.

Reducing worker stress vulnerability during the initial rescue effort

Alleviation

Supportive organizations provide workers affected by stressful aspects of their disaster work with a variety of post−incident interventions as needed. Workers are prepared to be offered these forms of assistance (more details are provided in Annex 3). Interventions may be carried out by staff with appropriate training, or by consultants, and may include:

− mental health consultation and stress assessment assistance provided to managers; − stress awareness training; − on−scene support services for workers; − stress debriefing; − individual consultations; − referral for additional help with stress reactions.

Policies and procedures for the administration and provision of stress management support need to pay close attention to worker concerns about confidentiality. When this important aspect is appropriately handled, the services will be utilized.

Supportive leadership style

In many earthquake rescue and relief efforts, line supervisors and team leaders are the key providers of stress management support for the workers. Their leadership practices and style can either add to or modify the stress of those for whom they are responsible. Stress−reducing leadership characteristics include the following (adapted from 7):

Open communication. Stress is significantly reduced when workers feel they have access to facts about the situation, an effective way of checking out rumours and avenues for addressing immediate concerns.

Awareness of reactions. Stress is alleviated when supervisors can anticipate a variety of stress reactions among their workers and respond helpfully. This requires sensitivity to cultural traditions and gender roles.

Availability. Visible leadership in times of crisis is reassuring. Workers respond positively to visits to their workstations, as well as other forms of encouragement. Reminders of how each

61 worker's task is contributing to the whole rescue and relief effort are appreciated.

Acknowledgment of loss. Timely, formal acknowledgment of deaths and loss enables the workers to begin mourning. Culturally sensitive grief leadership is highly supportive of workers.

Appreciation of efforts. Workers need to feel that their work has been noticed and appreciated. It is important that recognition be timely as well as accurate.

Managing transition in the aftermath of the earthquake

The completion of the emergency phase of earthquake rescue and the transition to slower and more frustrating recovery work cause their own kind of stress. Workers leaving the scene and those staying but addressing different tasks experience stress as they "shift gears". Supervisors can arrange supportive activities and make changes themselves which will model ways of coping with the stress of the let−down period after an intense rescue experience.

• Arrange for an opportunity for the members of the team to discuss their personal experiences during the impact rescue period. Formal stress debriefing is an option if an appropriate trained facilitator is available.

• Hold "lessons learned" sessions to provide constructive opportunities for workers at all levels to discuss, evaluate and analyse procedures and the work.

• Assist in re−establishing regular work and personal routines as soon as possible.

• Set an example for fellow workers through self−care, recognizing limits and getting necessary sleep.

• Make time for regular recreational or "time out" activities and encourage others to do so to help overcome post−event reactions.

• Give recognition and appreciation for work performed.

• Attend to the possible need for ceremonies or rituals to honour losses.

• Encourage team members to reconnect with family and friends.

• Provide information and a handout to help explain disaster stress.

Individual stress management for difficult assignments

When starting a challenging work assignment such as earthquake rescue, it is important for each individual to be aware that stress will be present at all stages of the work. Disasters expose everyone involved to traumatic and distressing sights, sounds and situations. The spectacle of massive death and destruction, the suffering of survivors and the intense pressure surrounding the rescue effort takes its toll.

Experienced disaster workers offer the following suggestions to ease passage through the assignment experience.

Brief yourself

• Ask for information on the situation and what is most difficult and disturbing about the work and living conditions.

• Determine the amount of self−sufficiency necessary so you can obtain equipment and supplies to maintain yourself.

• Find an experienced mentor for the settling−in period.

Use reliable strategies to cope with difficult circumstances

62 • Compartmentalize, focus on the task at hand. • Adopt a small tasks, small goals, "one day (or hour) at a time" approach. • Monitor self−talk, avoid negative comments to yourself, use self−encouragement. • Work in pairs with a "buddy agreement" to keep an eye on each other. • Adhere to regular shifts and breaks for water, food and rest. • Know your personal signs of stress and exhaustion. • Agree to periodic leave away from the worksite.

Remember stress survival skills

• Use portable forms of exercise, i.e. calisthenics, jump rope.

• Practice simple relaxation techniques such as deep breathing and stretching.

• Pay attention to nutrition; take care with alcohol, caffeine, sugar.

• Get sufficient sleep to avoid an overdraft in your "sleep bank account".

• Develop and use a repertoire of comforting time−out activities that change your focus (books, music, knitting).

Recognize critical events

Sudden, violent occurrences which present a threat to personal safety and assault one's sense of security and predictability in life are sometimes called critical events.

Examples include:

− witnessing the death or serious injury of another human being; − involvement in actual or potentially life−threatening situations; − injury or death of a co−worker in the line of duty; − dealing with serious injuries and/or deaths of children; − exposure to mass casualties; − involvement with any event described as an atrocity.

Such events cause stress reactions which are less disturbing with the knowledge that they are normal responses to an abnormal event. If your work involves possible exposure to critical events, you may find it helpful to be aware of what you or others might experience in the period following the event. You may experience:

− a periodic feeling of unreality, events seeming dream−like; − heightened response to loud noises, reminders of the event scene, or any other surprise; − discomfort at being alone; − discomfort being in a group; − difficulty concentrating on what to do next; − difficulty making decisions and thinking creatively; − difficulty relating to those who were not part of the event; − difficulty resting and sleeping, fear of nightmares; − increase or decrease in appetite; − discomfort being in places that seem unsafe to you; − feeling vulnerable, afraid of losing control; − feeling frightened, sad, angry, irritable, confused; − feeling and being exhausted.

If you have been busy performing necessary tasks after the event, you may not react until you have less to do. A delayed reaction is common, but puts you on a different timetable from others. The suggestions below may be of help.

Managing critical event stress

• Take care of yourself. Try to eat regular, easy−to−digest meals. Avoid sugar and caffeine when mood swings are a problem. Monitor alcohol use.

63 • Re−establish exercise routine. Even a 20−minute walk will bum off some of the chemical byproducts of intense stress which remain in your body and contribute to fatigue and tension.

• Rest by choosing from your repertoire of soothing, distracting activities.

• Communicate about your experience in ways that feel comfortable. Writing an account of what happened and your reactions to it can be helpful.

• Do what you need to do to feel safe. Review security with a qualified colleague.

• Respect your feelings and ways of handling things and those of others. People cope differently.

• Check out how you are doing with a trusted person. Feedback as you begin to feel more like yourself can be helpful.

• Take part in debriefings and other recovery activities.

• Reconnect with sources of social and spiritual support.

Reflect on your experience and move on

Intense assignments are rarely over when you leave the site. In the aftermath some people experience an elevated mood that lasts for days or weeks. Others find the let−down sudden and may go through a grieving process and feel depressed. For some, flashbacks and intrusive images of disturbing events bring anxiety and continued stress which makes it hard to let go and move on to new activities. People may dwell on their performance, wishing they had been more effective. They may want to share what happened with those close to them or may find this painful. If, after a few weeks, discomfort persists and you are still not able to return to your normal routine, obtain a referral for assistance from a trauma−trained professional.

Many find that, once the assignment is over, life gradually becomes normal and with normality comes a sense of new beginning born of having survived a challenging and dangerous experience. These people may be aware of new skills and competence acquired in coping with the disaster situation and feel satisfaction about this.

Most people eventually accept the notion that disaster experiences have positive as well as negative aspects and that memories of these become part of one's life. They become accustomed to reactions surfacing from time to time in response to subsequent disturbing occurrences or on the anniversary of the disaster event. They accept what happened and their role in it, but focus on the future. They move on.

Reference

1. Lewis J. Critical incident stress and trauma in the workplace. Accelerated Development Inc., Muncie, IN, USA, 1994.

Summary

J. Levett1 Y. Oka2 and K. Shoaf3

1J. Levett is Director of International Affairs, National School of Public Health, Ministry of Health and Welfare, Athens, Greece.

2Y. Oka is a Research Associate from the Department of Architecture, University of Tokyo, Tokyo, Japan.

3K. Shoaf is from the Department of Community Health Sciences, School of Public Health, University of California, Los Angeles, USA.

Professor Shigeaki Sato spoke about the "Long−term effects of the Great Hanshin−Awaji Earthquake on urban public health". He described the health check−up system of infants and children under three years of

64 age after the earthquake, and mentioned that problems revealed in earthquake areas were not significantly different from those in nearby non−earthquake areas. He also presented data on people above 40 years of age in the two types of area and concluded that their conditions also were not significantly different. However, comparatively more people living in shelters had hypertension, heart disease, respiratory ailments, psychological problems, psychosomatic disorders and tuberculosis. Professor Sato concluded that these conditions are indirect effects of the poor living conditions of the shelters.

Professor Sato also presented data on air quality: after the earthquake, showing that particulate matter was almost twice the normal level. However, the asbestos levels stayed generally low and below permissible limits.

Professor Sadaaki Shirataki et al. presented a poster on the mental health effects of the on children. A study looked at the mental health effects of the earthquake on children. The survey of elementary, junior high and senior high school students found little anxiety in children as a result of the earthquake and no instances of post−traumatic stress disorder. Possible explanations for this were that evacuation centres were generally schools that children were familiar with and where they felt comfortable, that in the centres children slept close to their mothers, and that having their children close by decreased anxiety in adults and thereby reduced it in children too.

The study contradicts much of the literature on the mental health effects of disasters on children. A large number of articles suggest that children suffer from post−traumatic stress disorder after disasters of this magnitude. This study, however, has some methodological advantages over some of the others. First of all, it is a survey of a large number of children using an adaptation of a standard instrument for children. Secondly, the researchers looked at a wide range of psychological distress, including anxiety, and not just at post−traumatic stress disorder. Other studies tended to be case studies of affected children and not surveys of the general population of children. One concern of the chairperson remains, namely that the explanations for the lack of anxiety/post−traumatic stress disorder in children do not appear to have been checked against appropriate control groups.

Dr Reiko Homma−True et al. explored the health status and living conditions of earthquake victims living in temporary housing in a poster on rehabilitation of elderly earthquake victims in the Kobe area, and the relationship to the earthquake damage suffered by the victims nearly 20 months earlier. Among the 100 randomly chosen residents in one of the temporary housing districts in Kobe City, 74 responded to interviews using a 43−item questionnaire concerning their earthquake experiences, general health and psychological status, and availability of support or help. The findings indicate that, despite the passage of more than 20 months since the event, many residents are experiencing health and psychological problems. As can be expected, the 65 years and older group were experiencing more health problems. The gender differences noted were that males were reporting more physical problems while females tended to report problems with sleep and loss of appetite, which may be indicative of depressive symptoms. It was found that many residents are also isolated and do not have the social support or help needed to facilitate recovery.

Ms Sheila Platt described the stress which affects disaster workers as well as a programme for protecting rescue and health care personnel from the adverse affects of their work. The poster emphasized that such a stress response is a natural and protective reaction to a negative and potentially hazardous work environment. Pathologizing such a response and providing clinical interventions are not necessary to reduce the potential negative impact of the response. However, there are some important steps that can decrease the negative impact of the stress. These steps include: education of all workers (from the top down) about the nature of disaster work and potential signs of stress; awareness by supervisors of potential stress and stress reactions and having a plan to deal with them; giving workers an opportunity to have regular meals and breaks from work; providing workers with an opportunity for debriefing.

Panel discussions (synthesis)

Holistic view of major short−term consequences

Panelists: E. Pretto,1 Moderator M. Erdik2

65 S. Goncharov3 S. Platt4 D.E. Rodriguez5 S. Suganami6

1Associate Director, Safar Center for Resuscitation Research, University of Pittsburgh, Pittsburgh, USA.

2Professor and Chairman, Department of Earthquake Engineering. Bogazici University, Kandilli Observatory and Earthquake Research Institute, Istanbul, Turkey.

3Director of All−Russian Centre for Disaster Medicine "Zaschita", Ministry of Public Health and Medical Industry, Moscow, Russian Federation.

4Director for External Relations, Community & Family Services International, Makati City, Metro Manila, Philippines and New York, USA.

5Chief, Department of Medicine, Calderon Guardia Hospital, San Jose, Costa Rica.

6President, Association of Medical Doctors of ASIA (AMDA), Okayama, Japan.

Dr Pretto introduced the issue of age distribution in earthquake victims, which usually shows a high risk for children and old people but depends on many factors. In Kobe, for example, there were many young people, but some were living in old houses and thus became victims because these houses were particularly vulnerable. Then three panelists introduced additional issues, which were commented on by another panelist and then opened for audience discussion as follows:

D.E. Successful short−term measures based on actual experience in Costa Rica. Rodriguez: M. Erdik: The feasibility of rapid assessment of structural integrity of hospitals following earthquakes. S. Platt: Psychological support of professional rescuers and other health care professionals during and after disaster response. Dr Rodriguez presented a brief summary of concrete actions that have been taken in Costa Rica to prepare for, mitigate and respond to disasters. He stated that Costa Rica is a poor and disaster−prone country and, therefore, there is a lot of awareness in society of the need for good systems for disaster response. Emphasis is on training courses for health personnel, schools and communal organizations. Also the community must be integrated in preparedness planning, Commission, an agency of the Costa Rica Government which coordinates disaster preparedness, mitigation and response activities throughout the country. He stated that this agency was still in development at the time of the 22 April 1991 earthquake and, therefore, had not been fully prepared for the consequences of that earthquake. However, he stated that the organization has since strengthened capacity to respond, including focusing on legislation aimed at the following:

− empowering disaster officials to make decisions regarding rapid allocation of financial and material resources without a lot of bureaucratic red tape at the time of the event and with clearly established assignments;

− strengthening the nation's emergency health care system by developing a pre−hospital emergency care system, public education in first aid, and vigorous guidelines for the structural and non−structural preparedness of hospitals;

− developing coordinated networks of volunteer groups in the community;

− making equipment and drugs available which should be pre−purchased, stored or otherwise available in a standardized and unbureaucratic way, making use of past experiences and new WHO guidelines.

Dr Erdik stated that rapid structural and non−structural assessment of hospitals affected by earthquakes is complex but might be feasible shortly after the event by specially−trained hospital personnel. He stated that this capability could be developed but the need to perform sophisticated tests for an ultimate judgement on structural integrity would remain and would have to await a more comprehensive analysis by engineers. Initial

66 construction should always emphasize building to adequate standards and protecting lifelines, which can also be done as a later upgrade. A 1994 article from Osaka summarized this fairly well but was not implemented. Equipment and furniture can be checked for safety and adequate installation, as a part of preparedness.

Ms Platt stressed the need for more psychological support of health care workers operating in extreme conditions, since they also become victims and need counseling to cope with the consequences of the event. The occupational risk of stress stems above all from:

− witnessing the extent of the disaster; − extracting dead or badly injured from the rubble; − long hours of work; − personal neglect (lack of recognition, organization, proper eating habits, isolation, etc.).

In particular, supervisors are asked to recognize and mitigate these problems. According to Ms Platt, supportive leadership plays an important part in vulnerability reduction and preparedness by appropriate prior briefings of the workforce and monitoring to ensure adequate healthy living habits during a disaster, such as resting, eating, exercising, etc.

Dr Pretto concluded that the multisectoral interventions to mitigate the short−term effects of earthquakes, as discussed in this session, covered three areas or phases:

− pre−hospital responses; − hospital response; − psychological support for rescue personnel.

Mitigating long−term effects

Panelists: J. Levett1, Moderator M. Gabr2 A.K. Melkonian3 B. Mulyadi4 S. Sato5 K.I. Shoaf6

1Professor and Director, International Affairs, National School of Public Health, Ministry of Health & Welfare, Athens, Greece.

2Professor of Pediatrics, Cairo University; Secretary General, Egyptian Red Crescent; Immediate Past Present Global ACHR, WHO, Cairo, Egypt.

3Republican Information and Computer Centre, Ministry of Health, Yerevan, Armenia.

4Director, Private and Specialty Hospitals, Directorate Genera] of Medical Care, Ministry of Health, Jakarta, Indonesia.

5 Professor and Chairman, Department of Hygiene, Kobe University School of Medicine, Kobe, Japan.

6 Department of Community Health Sciences, School of Public Health, University of California, Los Angeles, USA.

The moderator, Professor Levett, put forward the following main issues for discussion:

− physical and mental health; − socioeconomic effects and long−term recovery; − public health function; − future research.

67 Dr Melkonian was asked to introduce the first issue and mentioned that many initial casualties could be prevented if intervention was made very early and efficiently. Such an effort would have a particular impact on preventing deaths due to coronary heart disease. He suggested that antidepressant drugs and even placebos could be used with much benefit.

Dr Mulyadi related to the first and other issues by his remarks, entitled '"Physical and mental health effects: how they can be mitigated". He concurred with the importance of dealing with the emotional needs of individual victims. During the rehabilitation phase, support and care to victims, such as provision of adequate shelter, is important to combat aggressiveness and/or depression. He said that the role of the psychiatrist in psychosocial problems was important and such people should be included in the emergency management team. He added, "above all the people of the community should be made to understand the inevitable nature of damages, losses and fatalities as a consequence of disaster, to be psychologically prepared."

In conclusion, Dr Mulyadi supported the notion that the clarification and optimization of the roles of psychologists and psychiatrists in disaster relief need more research and data.

Professor Gabr spoke on the "Socioeconomic effect and long−term recovery". He mentioned that insufficient resources in the family, in the community and even at government level remained a major constraint during disasters. He added that lack of infrastructure and sometimes the low level of education of people at community level posed additional problems. The restoration of lifelines (such as water supply and electricity) would sometimes take a long time in developing countries.

According to Professor Gabr, in most countries the insurance system and rental rates for replacement housing are prohibitive. Government could help people by providing soft loans, subsidies, housing and new local employment facilities. He also mentioned that elderly and socially disadvantaged groups may need particular attention, in particular if there are casualties in the supporting family.

Ms Shoaf pointed out that an impression seemed to prevail that assistance in industrialized countries was generally quickly forthcoming. In fact, it was not always the case. Not everybody who deserved help was getting it. In addition, if help is given to those who do not need it, it causes frustration and unnecessary psychological distress. Therefore, she suggested that it was necessary to assess if appropriate relief measures were available to the right people at the right time; such assistance should carefully be checked as to its utility and must be culturally acceptable. In summary, internal and external sources should be used to enhance people's fast recovery from disasters.

Ms Shoaf also suggested a need of psychosocial research on the misuse of relief at the acute stage. Collection of information for such research could be started immediately. She also added that people in many developing countries were already living in stress and may experience no significant additional psychosocial problems from disasters.

Focusing on the public health function, Ms Shoaf felt that public health would not be a problem soon after disaster and vaccination would not be much help. However, people who are regularly taking remedial drugs and may have lost them during the disaster needed to be helped. She suggested that this needed corresponding preparedness in the family and community, and even at government level.

Dr Mulyadi speaking on the public health function mentioned that water supply, sanitation and housing needed to be given top priority during disasters. Also, community members need to be trained accordingly.

Responses and comments from the audience concerned training. Dr E. Noji mentioned that although no university was conducting a separate course on emergency preparedness activities, Johns Hopkins offers a related course on refugees and a few other courses also include disaster issues. Some aspects have also been included in social science courses, but he felt that the social aspects of disasters should be the subject of research programmes. In the Pan American Health Organization, the New Frontier programme includes the public health aspect in disaster training. It was also mentioned that the facilities of the Internet could be used in the future to publicize quickly realistic damage assessments and the real needs for support.

Dr Hayashi, Director of the Kobe Public Health Research Institute, emphasized strengthening the laboratory services during disaster so they could provide early reports. Similarly, disease surveillance and screening needed to be started early and immunization should be considered, where effective. Safe water and adequate nutrition would be equally important and particular attention should be paid to adequate sanitary conditions in temporary shelters, particularly the provision of toilets.

68 Professor Sato spoke on "future research". He mentioned that research on long−term and short−term health effects, physical and emotional, as well as identification of direct and indirect effects on health needed more attention, as did studies on people living in temporary housing. The mechanisms of these effects may very well be explored by cohort studies. They would be costly and much expertise would be needed. A catalytic influence of such studies is seen and different sectors should be involved. Careful evaluation of progress may make such studies possible; research in education and training should be included. He warned, however, that follow−up studies were difficult even in industrialized countries because people eventually do not want to be questioned further.

PART 3 − VULNERABILITY REDUCTION AND PREPAREDNESS

Forecasting of seismic hazards

Monitoring of seismic hazards and earthquake prediction in Kazakstan

A.V. Kravchuk1and S.A. Mazhkenov2

1A.V. Kravchuk is Chief, Main Administration of Emergency Prevention, State Emergency Committee of the Republic of Kazakstan, Almaty, Kazakstan.

2S.A. Mazhkenov is Head, Department of Natural Disaster Reduction Division, State Emergency Committee of the Republic of Kazakstan, Almaty, Kazakstan.

In the Republic of Kazakstan there are natural seismic hazards of an intensity of IX on the MSK−64 scale and higher in the city of Almaty and in six other areas (East Kazakstan, Semipalatinsk, Taldykorgan, Almaty, Zhambyl and South Kazakstan). The overall area subject to seismic risk covers some 450 000 km2 (Fig. 3−1).

69 Figure 3.1. Seismic zones in south−east Kazakstan

Research has established that, in zones with natural seismic activity, periods of seismic silence alternate with periods of seismic activity'. The duration of the periods of seismic silence and activity vary, as does the force of earthquakes. The last period of seismic activity in Kazakstan was observed between 1885 and 1911, when a number of catastrophic earthquakes hit Belovodskoye, Vernenskoye, Chilikskoye and Keminskoye (Table 3.1).

After 1911, seismic activity in Kazakstan entered a phase of relative silence which lasted until the beginning of the 1990s. Then began a series of earthquakes at Zaisanskoye, Baisorumskoye, Susamyrskoye, Tekeliyskoye and Kegenskoye (Table 3.1). Scientists in both Kazakstan and China have concluded that there will continue to be seismic activity in these parts of Kazakstan until 2005. Until then the occurrence of earthquakes with a magnitude of about 7 on the Richter scale (and up to IX on the MSK−64 scale) is particularly likely in northern Tianshan.

Table 3.1. Strong earthquakes in Kazakstan and their consequences

Place Date Coordinates M No. of deaths Belovodskoye 1885 42.7N; 74.1E 6.9 Vernenskoye 1887 43.1N; 76.8E 7.3 >300 Chilikskoye 1986 43.2N; 78.7E 8.3 Keminskoye 1911 42.9N; 76.9E 8.2 36 Kemino−Chuiskoye 1938 42.7N; 75.8E 6.9 Sarykamyshskoye 1970 42.5N; 78.8E 6.8 Zhalanash−Typskoye 1978 42.8N; 78.6E 7.0

70 Zaisanskoye 1990 45.5N; 85.2E 7.0 1 Baisorumskoye 1991 43.5N; 78.8E 6.3 Susamyrskoye 1992 42.0N; 73.3E 7.2 Tekeliyskoye 1993 44.7N; 79.0E 6.5 Kegenskoye 1994 42.8N; 80.4E 6.0 If a destructive earthquake with an intensity of IX on the MSK−64 scale occurred, the Almaty region and the city of Almaty together could have 300 000 people affected, including killed and injured. The anticipated consequences of such an earthquake would amount to a national disaster.

In order to ensure the safety of the population and to preserve its health, the government in 1989 set up a national system of seismological observation and earthquake prediction. Within this system there are today 11 scientific organizations, namely the Institute of Seismology, the Institute of Ionosphere, the Institute of Geophysical Research, the Seismological Expedition, Enterprise "Forecast", the Hydrogeological Expedition of the Ministry of Geology, the Faculty of Biophysics of Kazak University, the Complex Expedition, the special group of the Geodetic Committee, the Hydrometeorological Bureau, and the Institute of Seismo−Resistant Construction and Architecture.

The basic tasks of this national system are:

− determining the place, time and parameters of earthquake occurrence;

− monitoring the seismic hazards and predicting earthquake risks;

− seismic zoning of territory and estimating the potential seismic risk in each area;

− developing normative documents on protection of the population material, property and land from the effects of earthquakes.

The observations are made by 78 stations in 11 areas of the republic. Currently about 900 persons work for the system, among them nine doctors and 44 scientists.

Within Kazakstan's national system, seismic monitoring is provided by 27 seismic stations (22 run by the Seismological Expedition and five run by the Institute of Geophysical Research). This seismic network is capable of monitoring earthquakes with a magnitude of more than 2 (on the Richter scale) for northern Tianshan and more than 3 for eastern Tianshan.

The strategy of earthquake prediction has two stages. In the first stage, periods of seismic activity and areas of activity are predicted. A map of the long−term prediction of earthquakes has been made for the region of northern Tianshan, where six zones (South Jungarian, Turgenskaja, Kastekskaja, Narynkolskaja, Kochkorskaja, Kadzhisaiskaja) are identified as having seismic activity until the year 2000 (Fig. 3.1). Data of the Kazakstan National Academy Institute of Seismology shows that the occurrence of earthquakes of magnitude 6 and more (on the Richter scale) is possible in the specified zones in the next 35 years. The epicentres of the earthquakes that occurred in the last five years in the south−east of Kazakstan lay within the identified zones. In the second stage, the place and time of occurrence of earthquakes are forecast. The scientists of Kazakstan have developed new methods of predicting earthquakes on the basis of an analysis of seismological, geophysical, ground deformation, hydro−geochemical and other data.

The data from all stations is submitted daily for processing and analysis. Each week these data are discussed in a session of an Interdepartmental Commission on Earthquake Prediction, in which experts from all organizations doing research on earthquakes are included. After discussion of all data, the conclusions of the commission are transferred to the State Emergency Committee. In case of the threat of occurrence of a destructive earthquake, the committee announces its decision to the population.

Seismic hazard and risk in Ljubljana, Slovenia

R. Vidrih1, and M. Godec2

1R. Vidrih M.Sc. is Counsellor, Ministry of Environment and Physical Planning, Geophysical Survey, Government of the Republic of Slovenia, Ljubljana, Slovenia.

71 2M. Godec B.Sc. is Counsellor, Ministry of Environment and Physical Planning, Geophysical Survey, Government of the Republic of Slovenia, Ljubljana, Slovenia.

The city of Ljubljana, Slovenia, is situated in the Ljubljana seismic block which is a part of the Gorenjska−Ljubljana seismic region. This region is ranked higher than the Idrija and Krško−Breice regions in terms of potential for seismic energy release. A total of 59 earthquakes registering more than IV on the MSK scale have taken place in this region in the past. Of these, 31 earthquakes reached an intensity of VI MSK, nine others were between VI and VII MSK, 10 earthquakes had an intensity of VII MSK, four measured between VII and VIII MSK, another four measured VIII MSK, and one earthquake had an intensity of between VIII and IX MSK. The most powerful earthquake occurred on 14 April 1895 and measured 5.8 on the Richter scale. It caused material damage and also claimed 10 lives. On the basis of the seismological records of past earthquakes, seismological data and geological structure, a map of earthquake microzonation has been drawn up for planning the action of civil defence units.

We evaluated the seismic hazard on the basis of this microzonation map and information about seismic vulnerability of the buildings in Ljubljana. The map shows losses to be expected within a fixed period in a certain area. We have used these results for the area of Ljubljana centre where the data about the buildings and their occupants was collected.

In estimating seismic risk, it is assumed that an earthquake occurs in the evening, while residents are usually at home and business premises are empty.

The position of Ljubljana

Ljubljana and its suburbs are situated in an area where numerous faults cross. The faults extend in four main directions. Apart from older faults which extend in an east−west direction, the region is also crossed by the numerous Dinaric and transverse Dinaric faults which are mostly seismically very active. Similarly active are the north−south faults. These complex fault crossings and boundaries define some other blocks which in turn produce a good deal of sporadic seismic activity as a result of their vertical and horizontal movements. The most important seismic blocks are those at Tošc, the Polhograjski Dolomites, Horjul, the Ljubljana marshland, Kamniško polje, central Ljubljana, and Posavje (1,2).

The land south of Ljubljana emerged during the Quaternary period, the west and the east regions having a tendency to rise and the north being made of Miocene depressions which emerged during the Pliocene and Quaternary periods.

Seismotectonic characteristics

Prognostic characteristics were calculated for separate seismic blocks as well as for the whole Gorenjska−Ljubljana seismic region.

Also important for seismic hazard in Ljubljana are the tectonic zones that directly cross this region. We need to emphasize the importance of the Dobrepolje fault that runs from northwest to south−east, and which has been active since the mid−Pliocene. The Idrija fault is also significant although slightly more distant. It has huge seismotectonic potential and many powerful earthquakes up to an intensity of X on the MSK scale have occurred around it.

Seismogeological characteristics

The majority of tectonic blocks are made of seismogeologically unfavourable rock, and only in certain parts are they moderately favourable. Predominantly, there are swamp sediments with low seismoacoustic impedance, shallow underground water, low capability and bad stability, all of which intensify the consequences of an earthquake. Gravel detritus and conglomerates of which the northern parts of the region are constructed represent a slightly better foundation. The thickness of the Quaternary detritus is from 10 metres to more than 100 metres. The rock foundation is mainly carboniferous, mostly limestone and dolomites descending gradually towards the south−west. In certain places the foundation is slate and marl (3).

Strong earthquakes in the past

A total of 59 earthquakes registering higher than IV MSK have taken place in the Ljubljana region since the year 792. The magnitude of the earthquakes in this region is represented in Fig. 3.2, while their intensities are seen in Fig. 3.3.

72 Figure 3.2. Magnitude of earthquakes in the Ljubljana region

73 Figure 3.3. Intensity of earthquakes in the Ljubljana region

The most powerful earthquake occurred on 14 April 1895 at 22:17. It measured 5.8 on the Richter scale and its strongest intensity was between VIII and IX on the MSK scale. Apart from material damage it claimed 10 lives. In the past the region of Ljubljana has been shaken by 58 other earthquakes with an intensity of VI or more on the MSK scale (4).

Calculation of released seismic energy

Measurements of released seismic energy show that the Gorenjska−Ljubljana region is the most seismically active region in Slovenia. The complete image of released energy (Fig. 3.2) leads to a rough estimate calculated on the basis of recorded earthquakes. The energy (in megajoules) has been calculated with the Solojev equation: log E=11.5+1.5 × M, where M is the magnitude on the Richter scale.

Map of seismic microzonation

Fig. 3.4 represents seismic microzonation of a part of the city of Ljubljana. It is based on the probability seismic map for a return period of 500 years, which is used for planning the construction of high−rise buildings in seismic areas (5). In the region of Ljubljana, the return period of 500 years is characteristic for earthquakes with a highest intensity of up to VIII MSK. According to the geological and lithological structure of the ground, the region is divided into smaller units with the highest expected effects, such as VIII1, VIII2; and VIII3 (3,6). Because of its extremely bad seismogeological properties, the Ljubljana marshland region has been ranked as IX2 and IX3.

74 The MSK−78 scale has been used. The scale was divided into sublevels. The mean value of each level is represented by Index 2. Index 1 represents less powerful and Index 3 more powerful consequences (7).

The map of Ljubljana and expected seismic consequences represents the basis for the estimate of expected losses in the event of an earthquake with a given intensity.

Figure 3.4. Seismic map of part of Ljubljana

Seismic hazard in buildings in Ljubljana

Making such estimates of fatalities and damage for the Ljubljana region is difficult and therefore we also used data from certain other tragic experiences of powerful earthquakes around the world. An estimate has been made of the seismic vulnerability of certain blocks of buildings in the city. Apart from the seismic hazard of the region, these building data are essential for the estimate of the seismic risk to human beings.

Before 1964 the buildings were usually constructed only for vertical load. Measures for increased seismic safety of buildings were mostly taken into consideration only during short periods after a destructive earthquake had taken place. Even the construction regulations about seismic load passed in 1948 were insufficient in view of recent data on earthquakes.

Table 3.2. Vulnerability for buildings of type B in the city of Ljubljana

Type of building Class Vulnerability B B1 Vs<15 B B2 15<=Vs<18 B B3 18< = Vs<20 B B4 20< = Vs The buildings examined were built of stone, brick or a mixture of those materials, usually with lime mortar. The ceilings were usually wooden. On the MSK scale, such buildings rank as type B (4). In terms of the assessment of vulnerability (Vs), the buildings can be classified in four groups in relation to the MSK scale. The groups are determined by the expected damage in the event of an earthquake of a given intensity (Table 3.2). To obtain a ranking of vulnerability, the type and quality of the walls, the quantity of the walls, the layout plan of the walls, their interconnection and some other factors were assessed. In the final results, the marks are between 5 and 25. Lower values mean better congruity with the rules than higher ones. The expected damage in each vulnerability group is evaluated on a scale ranging from 1 to 5.

75 A total of 113 buildings were assessed. Although they are all classified as type B on the MSK scale, the examination indicated substantial differences. In relation to the expected damage in the event of an earthquake, we can distinguish at least two groups of buildings depending on the period when they were constructed. Had we examined more buildings, there would have been even more groups. The buildings of type B were divided into those built before 1895 (48 buildings), those built between 1896 and 1965 (65 buildings) and the third group of buildings built after 1965 (Table 3.3). The year 1895 represents a turning−point in safer building, after the Ljubljana earthquake. Therefore, more damage is anticipated to the buildings constructed before 1895. Additional modem regulations on construction in seismic regions were introduced in 1965.

Table 3.3. Numbers of apartments and residents in buildings of type B in Ljublijana centre, ranked by earthquake risk

Apartments Intensity Residents up to 1895 1896−1965 after 1965 Total

VIII1 207 39 4 5 48

VIII2 12 235 793 2101 738 3632

VIII3 24 583 3489 3617 1394 8500 The seismic risk for the central district of Ljubljana is assessed using the results of the assessment of 113 buildings. The assumptions are based on an earthquake measuring VIII on the MSK scale on average soil conditions at night (Fig. 3.5). Quite a large quantity of data for the analysis of such predicted developments in Ljubljana Centre had to be gathered (8). The anticipated time of an earthquake means that at such an hour people would be back at home, and that offices, factories, schools and shops would be empty.

Classification of the expected damage in the event of various earthquakes was made in relation to the MSK−78 scale and the results of the vulnerability examination. It was established that in the centre of Ljubljana there are no buildings that could be classified as type A on the MSK scale. After further assessment, the same fact was established for the whole central part of Ljubljana.

Therefore all the buildings in this district constructed before 1965 ranked as type B on the MSK scale. Information about the age of the buildings in Ljubljana centre was then gathered for the period before 1900, the period from 1901 to 1963 and the buildings built after 1964. Unfortunately this classification is at odds with that of the periods defined by the turning−points in the construction safety. However, since the differences are small, we assumed that the characteristics of the buildings built before 1895 meet those of all the buildings constructed before 1900 and that the characteristics of the buildings from the period between 1896 and 1965 equal the characteristics of all the buildings built between 1901 and 1963. The information on the residents of these buildings is from 1985. The current situation may be different.

76 An earthquake measuring VIII MSK, which is predicted by the seismic maps of Ljubljana centre, will have various consequences depending on the ground structure. The effects were ranked as VIII1, VIII2 and VIII3 MSK. When evaluating the hazard, we assumed that the apartments in the buildings would be evenly populated. The data on the residents in the apartments is presented in Table 3.4. Damage estimates were also made.

Table 3.4. Numbers of residents by period of construction of apartments, according to earthquake risk

Intensity Period of construction Total up to 1900 1901−63 after 1964

VIII1 168 17 22 207

VIII2 2671 7078 2486 12 235

VIII3 10 091 10 462 4032 24 585 The survey shows that, in the event of an earthquake with an intensity of VIII MSK, it is expected that certain buildings will collapse. This would affect more than 50 apartments with approximately 150 residents in them. Taking into consideration the worst possible scenario (an earthquake happening while people are asleep), some 130 residents can be expected to be buried in the rubble (9).

Conclusion

The simplified representation of seismic hazard is intended for planning the actions of the civil defence units in the event of an earthquake.

For a more accurate estimate of seismic hazard, the existing data should be supplemented by field−work and further measurements. With better knowledge of the seismic hazard in Ljubljana, we can better recognize the seismic risk.

Because of the assumption that an earthquake takes place at night only city residents are considered as endangered. Of course, quite another situation is possible if an earthquake occurs during daytime since the number of people in Ljubljana centre will be double what it is at night.

In our opinion, the results are fairly reliable, even though only approximate, like most of the input data. They apply only to Ljubljana centre, which means that we are still not familiar with the probable consequences of an earthquake in smaller communities such as the suburbs. Due to a lack of reliable data for the other parts of the city we could not make even a rough estimate of the number of seriously damaged and destroyed buildings and the number of residents likely to be buried in such places. We also have to be aware of ongoing

77 changes in buildings as well as in numbers of residents and other users of these buildings.

References

1. Sikošek B. Tektonika, neotektonika in seizmotektonika SR Slovenije. Ljublijana, Publikacije Seizmološkega zavoda SR Slovenije, 1982.

2. Vidrih R, Godec M. Potresna nevarnost Ljubljane. Ujma, 1992, 6:78−81.

3. Vidrih R, Godec M. Lapajne J. Potresna ogroenost Slovenije − obcine Breice, Idrija, Krško, Tolmin in ljubljanske obcine. Ljubljana. Seizmološki zavod Slovenije, 1991.

4. Ribaric V. Seizmicnost Slovenije, Katalog potresov (792−1981). Ljubljana, Publikacije Seizmološkega zavoda SR Slovenije, 1982.

5. Ribaric V et al. Seizmološke karte za povratne periode 50, 100, 200, 500, 1000 in 10000 let. Belgrade, Zajednica za seizmologiju SFRJ, 1987.

6. Tomaevic M, Lapajne J, Sheppard P, Bergant M, Lutman M, Godec M, Vidrih R. Potresna ogroenost mesta Ljubljana I in II, Ljubljana, Seizmološki zavod Slovenije, 1991.

7. Lapajne J. Potresna lestvica MSK. Ujma Ót, 1989, 3:62−66.

8. Souvan T et al. 1985. ISUP Ljubljana Centre. Urbanisticni inštitut SRS in Zavod za izgradnjo Ljubljane. Ljubljana, ISUP, 1985.

9. Sakai S, Coburn A, Spence R. Human casualties in building collapse, literature review. Cambridge, Martine Centre for Architectural and Urban Studies, 1990.

Summary

Secretariat

Dr V. Kravchuk and Dr SA. Mazhkenov reported on the monitoring of seismic hazards and earthquake prediction in Kazakstan. The Republic of Kazakstan expects a decade of increased seismic activity, based on historical records and geophysical data. Because of the high vulnerability of the country, and in particular because of construction during the past decades, various sectors and institutes are collaborating in a forecasting, warning and rescue system. Each week new findings and data are discussed by an Interdepartmental Commission of Earthquake Prediction. Conclusions are directly relayed to the State Emergency Committee for appropriate action.

Mr M. Godec and Mr R. Vidrih made a presentation on seismic hazard and risk in Ljubljana, Slovenia. The city of Ljubljana is situated in the Ljubljana seismic block which is a part of the Gorenjska−Ljubljana seismic region. This region ranks above the Idrija and Krško−Breice regions in terms of released seismic energy. A total of 59 earthquakes registering higher than IV MSK took place in this region in the past. Of these, 31 earthquakes reached an intensity of VII MSK, four of them measured between VII and VIII, another four measured VIII, and one earthquake had an intensity of between VIII and IX MSK. The most powerful earthquake occurred on 14 April 1895, measuring 5.8 degrees on the Richter scale. It caused material damage and also claimed 10 lives.

The seismic hazards in Ljubljana were evaluated on the basis of a microzonation map and information about the seismic vulnerability of buildings. The map of earthquake microzonation was prepared on the basis of seismological records of past earthquakes, seismological data and geological structure in order to help in planning the action of civil defence units. The map showed expected losses within a fixed period in a certain area. These results were used for central Ljubljana where all the data about the buildings and their users was collected. This estimate of seismic hazard was based on an earthquake occurring in the evening while residents are usually at home and business premises are empty.

78 Masterplans

Urban earthquake masterplans: social and health aspects

M. Erdik1and J. Swift−Avci2

1M. Erdik is Professor and Chair, Department of Earthquake Engineering, Kandilli Observatory and Earthquake Engineering, Bogazici University, Istanbul, Turkey.

2J. Swift−Avci is Senior Research Engineer, Department of Earthquake Engineering, Kandilli Observatory and Earthquake Engineering, Bogazici University, Istanbul, Turkey.

Background

In recent decades earthquake disaster risks have increased in urban centres of both developed and developing countries. The increase in the developed countries is due to ageing urban systems and population, greater dependence on technology, and more valuable elements exposed to risk. In developing countries the main increase in seismic risk can be attributed to overcrowding, faulty land−use planning and construction, inadequate infrastructure and services, and environmental degradation. Recent destructive events in Mexico City (1985, M8.1); Spitak, Armenia (1988, M7.0); Loma Prieta, USA (1989, M7.1); Manjil, Iran (1990, M7.7); the Philippines (1990, M7.8); Erzincan, Turkey (1992, M6.9); Northridge (1994, M6.8); and Kobe (1995, M6.9) have exemplified the consequences of earthquake risk in urban areas and have 'attracted increasing attention from the world at large.

In earthquake−prone urban centres it is imperative that certain preparedness and emergency procedures be developed in case of and prior to an inevitable earthquake disaster. The seismic risk is best portrayed and quantified through the preparation of "earthquake damage and loss scenarios". In urban centres these scenarios are essential for risk mitigation, emergency response planning and the associated resource allocation/retrofit prioritization. The first element of such scenarios is the assessment of the hazard, usually portrayed in terms of microzonation maps. The vulnerabilities and the damage statistics in terms of lives, structures, systems and the socioeconomic structure constitute the second element. Earthquake damage scenarios are based on the intelligent consideration and combination of original hazards, secondary hazards and the vulnerability. "Earthquake Masterplans" represent the combination of these scenarios with the appropriate strategies for emergency response planning and risk mitigation.

Earthquake hazard assessment (microzonation)

The assessment of the urban earthquake hazard comprises the specification of the earthquake scenario, compilation of information on propagation path characteristics, topographical, geological and geotechnical data, and the identification of the proper attenuation and site response analysis models. Urban earthquakes, notably the 1985 Mexico City and the 1989 Loma Prieta earthquakes, have demonstrated that, in addition to source distance, the wave propagation characteristics and site conditions play a deterministic role on the distribution of losses. This shows the importance of macro−scale and micro−scale hazard assessment in the analysis of urban seismic risk.

In addition to vibratory ground motion, urban seismic hazard assessments should encompass tsunami inundation, soil failures, terrain movements and surface fault ruptures as appropriate. Although a rational hazard assessment methodology should obviously provide for uncertainties associated with the input parameters, most past applications are based on scenario events with minimum quantification or even qualitative treatment of uncertainty. Pertinent issues are discussed below.

Earthquake scenario

Geological and seismological information forms the basis for choosing the appropriate earthquake scenario, which is usually given in broad terms involving rupture length, location and magnitude. The earthquake(s) may be associated with local, near and distant sources. For worst−case scenarios the maximum event size is adopted. The earthquake scenario has also been defined as the largest earthquake(s) expected within a reasonable period of time (generally 500 years). A rational procedure for the selection of an earthquake scenario in future investigations can be based on the de−aggregation of the hazard to show which events contribute most to the loss (1).

79 Attenuation relationships

Attenuation models provide for changes in ground motion severity with source mechanism, distance and local geology. Currently reliable empirical models exist in terms of , velocity and displacement (PGA, PGV and PGD) and pseudo−spectral velocity (PSV), at specific frequencies and damping ratios for a given earthquake magnitude, distance, fault mechanism and local geology (2,3). In addition, based on macroseismic data obtained from past earthquakes, the availability of intensity−based vulnerability information has dictated the use of site−specific intensity' attenuation relationships.

Modification of ground motion by site conditions

For the quantitative representation of the modification of ground motion by site conditions in microzonation maps, there exist analytical and empirical approaches. It has been found (4) that the reliability of any numerical model depends significantly on the measurements of the nonlinear characteristics of soils, which inherently exhibit large uncertainties. This fact will tend to prohibit the application of purely analytical−numerical procedures in future developments of earthquake loss scenarios.

Earthquake−induced ground failures

For proper assessment of the seismic risk in urban centres the potential of the earthquake−induced ground failure hazard, such as liquefaction, landsliding and surface fault rupture needs to be determined. Ground failure potential is defined as the probability of occurrence given the susceptibility of the ground and the opportunity exhibited by the severity of ground motion. Because of their high cost and the need for extensive data, in most of the earthquake loss scenario applications the liquefaction susceptibility has been identified on the basis of geotechnical/geomorphic criteria (5,6).

Techniques for the site−specific assessment of landslide susceptibility based on engineering parameters have also been developed (7). In earthquake loss scenario developments, however, the most commonly used indicators of susceptibility have been based on geomorphic criteria (8). The probability that a landslide will be triggered on a particular slope during a particular earthquake is a function of both the pre−earthquake stability of the slope and the severity of the earthquake ground motion.

Elements at risk

In urban areas the population, structures, utilities, systems and socioeconomic activities constitute the "elements at risk". Preparation of urban earthquake damage/loss scenarios relies on the compilation of information in Geographic Information System (GIS) databases on the following: demographic structure for different times of the day; building stock and its typification; lifeline and infrastructure (major roads, railroads, bridges, overpasses, public transportation, power distribution, water, sewage, telephone and natural gas distribution systems) including their nodal points (stations, pumps, switchyards, storage systems, transmission towers, treatment plants, airports, marine ports, etc.); major and critical facilities (dams, power plants, large chemical and fuel storage tanks). Unfortunately the general incompleteness, if not lack of availability, of such information creates a serious bottleneck for urban earthquake loss assessments. The building classification systems used in inventories (and eventually in vulnerability matrices) are country−specific, and even region−specific, and cannot be applied uniformly in all major urban centres. The information on lifelines and major facilities is easier to obtain and the related design and construction practices may have more international conformity.

Earthquake vulnerability

Vulnerability is defined as the degree of loss to a given element at risk, or to a set of such elements, resulting from the occurrence of a hazard. The vulnerabilities of lives, structures, systems and the socioeconomic structure are the main factors influencing earthquake risk and losses in urban areas. More details are provided in Annex 4 (9−12).

Turkish case study on the social and health aspects of urban earthquakes (1992 Erzincan earthquake)

Although Turkey has enacted and enforced laws and regulations to lower earthquake disaster vulnerability in urban areas, pressures of population growth have partly resulted in unregulated settlements with unsafe buildings on unsafe land. Furthermore, to encourage industrial development and employment opportunities, these controls were not adequately applied in the past and penalties for noncompliance were small. Thus, the increased social and physical vulnerability contributes substantially to the increase in earthquake disaster risk.

80 The Erzincan earthquake of 1992 underscored the importance of preparedness for such a disaster. Emergency plans and scenarios were ready at government level but they had not been rehearsed and practised. This resulted in an ineffective response during the first days after the earthquake. The Provincial Rescue and Relief Committee set up as part of the disaster response plan of the city became effective only after the second day of the earthquake. The rescue and relief efforts in the first days of the earthquake were handled in an ad hoc manner by military personnel. With the arrival of the national and international rescue teams, the rescue efforts became more professional.

The first problem faced after the earthquake was the inadequacy of tents for temporary settlements. Unreliable information disseminated in the first days of the earthquake, especially regarding the quantity and distribution of tents, hampered the relief activities. This implies that, in urban areas after a disaster, the friction, potential competition and the likelihood of disturbances among the urban poor will probably increase and the delivery of emergency assistance may be hindered. The biggest drawback for the social and community services has been the request from the medical and educational personnel for re−appointment to cities outside the disaster area.

In the Erzincan earthquake 677 people were killed and about 4000 persons were injured. Deaths were concentrated in collapsed public buildings at the centre of the city. The number of casualties was comparatively low since the earthquake occurred on a Friday evening when most people were at home. The Third Army, stationed in Erzincan, started rescue operations with the participation of the people of the city within two hours of the earthquake. This took place in darkness, without sufficient equipment, tools or experience− The lives of close to 300 persons were saved during the night. After 23:00 hours, teams from neighbouring communities such as Erzurum joined the operation which went on for 48 hours without a break. The foreign rescue teams arrived only days after the event. During the rescue operations which lasted 12 days, 378 persons were saved from under the debris. About 1000 vehicles and heavy equipment and some 3000 persons took part in the rescue operation and debris removal.

There were three major public hospitals in Erzincan City, two private hospitals and seven clinics. In the suburbs, there were 41 small hospitals. Most of these hospitals were severely damaged and none could be utilized fully after the earthquake. All of the injured persons were transported to hospitals in other provinces, such as Erzurum and Sivas. Approximately 800 injured persons were treated in Erzurum within the first two days (500 in the first night). A total of 10 Public Health Ministry teams visited all of the districts and communities to render first aid and to dispense medicines. Mobile hospitals were set up by the Ministry of Health, the Red Crescent Society, international organizations, and by the countries which provided assistance. These mobile hospitals performed only polyclinic and first aid services. The more seriously injured were transported to Erzurum for treatment. Within two days after the earthquake 331 physicians, 187 nurses and 120 ambulances were sent to the disaster area from the neighbouring provinces.

A Red Crescent camp was set up in the soccer stadium in the centre of the city 15 hours after the earthquake to provide first aid treatment and other basic needs. Emergency materials from other branches of the Red Crescent Society (Erzurum, Elazig and Adana) arrived 5−6 hours after the earthquake. Within 10 hours, the head office in Ankara sent emergency goods to the city. The medical staff of the camp consisted of a chief physician, an assistant chief physician, four temporary physicians, a chief nurse, an assistant chief nurse, five nurses and 11 temporary nurses. During the first few days, however, there were 20 physicians in the camp. The facilities included an operating room, a delivery room and 200 beds. During the first 15 days after the earthquake, a total of 6633 people received treatment. The number of people treated for injuries was 1865; victims of bums numbered 781; trauma victims, 481; and persons with various infections, 600. There are two reasons for the large number of persons with burns: most homes were using heaters due to the very cold weather and people were preparing a meal when the earthquake struck. Most of the bums victims were scalded by boiling water. Many children were also burned. A large number of people also suffered from respiratory infections caused mainly by inhaling dust from the collapsed buildings and by exposure to the cold weather.

Earthquake damage and loss scenarios

The concept of risk, in the parlance of the Office of the United Nations Disaster Relief Coordinator (UNDRO), means expected levels of loss due to a specific hazard for a given geographic area over a specific time interval, given the average return period of the hazard. An earthquake risk analysis based on probability takes into account the uncertainties inherent in the earth sciences (hazard) and the engineering information (vulnerability) and estimates the probability of the adverse physical, economic and social effects of an earthquake or series of earthquakes in a given urban centre. For example, to compute the expected number of casualties due to earthquakes in a given city within a given period of time, the following factors need to be

81 combined: the earthquake intensity return period for the given region; the distribution of building types in the given region; the vulnerability function of each building type; and the number of casualties expected for each damage degree for each building type (i.e. lethality factor).

In the context of damage scenarios, risk can be defined as the loss to the elements at risk that can result from the occurrence of earthquake scenarios. Damage scenarios are the vehicles to portray these risks.

Oyo Corporation, for example, has produced earthquake damage scenarios for several localities (e.g. Kawasaki City, Saitama Prefecture, Kanagawa Prefecture) in Japan (13−16). These scenario analyses consist of several steps in which natural sciences, social sciences and government have roles. As a second example, under the general title of "Planning Scenario", the California Department of Conservation Division of Mines and Geology has prepared earthquake damage scenarios for several areas in California (17−19).

Mitigation of urban earthquake risk

Disasters, regardless of the causative element, can be viewed as a break from the normal socioeconomic system. Thus the people, institutions and the other elements of life which, by nature, function effectively during normal times, cannot necessarily function effectively during the abnormal conditions created by the disaster. The need for return to normalcy necessitates appropriate disaster response (disaster management) before disaster happens. Thereby a community will be able to reduce the recurrence of problems during periods of disaster−induced abnormality and will be able eventually to serve the disaster victim in a more efficient manner in order to bring his or her life back to what is referred to as normal. In this context, earthquake disaster mitigation becomes the process of anticipating and planning for damage that a major earthquake would eventually create.

In general, earthquake risk mitigation options can be analysed under two main headings: non−structural and structural. Non−structural options encompass the following: the introduction or improvement of disaster legislation and institutions; the introduction of incentives such as lower insurance premiums for buildings with better hazard resistance; and awareness−building, education and training. Structural measures include the reduction of the physical vulnerability of structures and the improvement of urban settlements. The reduction of structural vulnerability can entail retrofitting of existing buildings, other structures and infrastructure for improved earthquake performance. The effectiveness of public expenditures to be utilized for such activities should be compared with the cost of repair after the disaster. Urban settlements can be improved by changing the functional characteristics of the settlements through land−use planning and increasing the redundancy of the infrastructure, such as building an additional bridge at a strategic crossing.

Specific mitigation issues

In technical terms, earthquake risk is the probability of expected earthquake losses (such as lives, injuries, physical damage and socioeconomic loss). Earthquake damage scenarios are tools for the assessment of these losses. Adoption of seismic zonation and land−use planning and enforcement of earthquake design and construction codes depend closely on increased public awareness realized through the dissemination of information on vulnerability and risk.

For mitigation of urban earthquake risks the necessary plans, programmes and activities can be listed according to the pre−earthquake, co−earthquake and post−earthquake phases.

The pre−earthquake measures that should be implemented in urban centres prone to earthquake risk include:

− pre−disaster planning and management activities and techniques; − disaster awareness, public information, education and training; − legislative and regulatory measures for land−use management; − development of earthquake−resistant design codes and construction standards; − retrofitting of hazardous buildings and facilities; − repair and strengthening of non−engineered low−strength ; − hazardous material management; − response readiness; − logistical planning for rescue, first aid and health care; − resource management and stockpiling; − mobile command and communication operations.

82 The emergency activities that should be implemented in urban centres right after an earthquake disaster include:

− emergency rescue, evacuation, transportation and communication; − quick assessment of physical damage and socioeconomic losses; − debris removal; − recovery and disposal of dead bodies; − emergency provision of health care, shelter, water, food and utilities; − human response and information management; − law enforcement; − planning and coordination of disaster assistance.

The post−earthquake steps that should be taken in urban centres in the period following earthquake disasters include:

− detailed surveys regarding repair, restoration and condemnation decisions; − assessment of socioeconomic conditions, resources and needs; − measures and policies for relief, resettlement, rehabilitation and redevelopment; − planning and coordination of rehabilitation and reconstruction assistance; − siting of new settlements and communities; − retrofit of design codes and construction standards.

Important mitigation activities and emergency health aspects

Disaster emergencies require the services of well−trained, disciplined and well−organized rescue teams equipped with special instruments. Past earthquake disasters have repeatedly shown the impossibility of carrying out effective emergency rescue and assistance operations with untrained personnel. The voluntary assistance groups and the civil defence personnel are not effective unless they are trained and accompanied by specialists.

To varying degrees, past urban earthquakes provide evidence regarding the effectiveness of public education programmes on disaster preparedness. While efforts have often been made to develop disaster response planning at the government level, at the time of an earthquake there is often no effective response plan in place. Inadequate reconnaissance and damage assessment has often led to serious delays in full mobilization and application of national and international response capabilities. The lack of earthquake disaster response plans has constrained both the efficiency and effectiveness of initial disaster responses. For any earthquake disaster management programme, the building of public awareness, information dissemination and the training of personnel constitute the fundamental ingredients of success (20). For public education programmes in earthquake disaster mitigation the target audience consists of specific sections of the community exposed to earthquakes. The training encompasses public awareness programmes to develop and/or to maintain a desired level of awareness and earthquake disaster preparedness.

The urban facilities that are essential for the operation of the socioeconomic system (health services, sanitary services, utilities etc.) should be designed with the lowest vulnerability levels. In this respect, the functionality of the hospitals needs to be ensured during earthquakes. Past experience indicates that 25−50% of deaths can be avoided if emergency health care is available immediately after the earthquake. The immediacy of the need underscores the importance of external medical assistance, which usually arrives too late to prevent the first mortalities. For planning of emergency health care after an earthquake a three−phase plan can be implemented (21). During the first phase, which encompasses the first hour after the earthquake, immediate action by all available physicians, on an individual basis and within their vicinity, through their emergency packs and kits is foreseen. In the second phase, during the first 12 hours, health care can be provided by so−called "emergency health centres". These centres can be planned to be set up at convenient locations (fire stations, schools, clinics etc.) distributed at about equal spacing within the urban area. The spacing should be approximately 4 km (about 1 hour's walking distance). Each centre should have three physicians (two on a 12−hour rotation basis, and one backup) to conduct the first triage of the victims and to provide the needed care. Critical patients must be separated for transfer to casualty collection centres or to large hospitals that are still functioning. The casualty collection centres constitute the third phase of the emergency health care. These centres can be planned to be built in large open spaces, such as sports fields and shopping centres, with adequate temporary medical facilities.

Toppozada et al. (18), for instance, addressed the need for functional acute care facilities including staff, blood banks, medical resources and ambulance services in an earthquake planning scenario for the San

83 Bernardino area in California. The vulnerability concentrated on the local acute care hospitals in the zone of potentially damaging ground−shaking− assuming that the hospitals in the less vulnerable areas would have to handle the increased patient load. For planning purposes, operational capabilities of the hospital facilities were reviewed from the following perspectives: building damage; injuries and loss of life to patients and staff; loss of medical equipment and supplies; loss of hospital functionality because of access/transportation problems and/or disrupted infrastructure; and evacuation of hospitals by staff or the public due to loss of confidence or other reasons. The potential loss was summarized by estimating loss of hospital beds (rather than building damage only) due to an earthquake of a given intensity.

Conclusion

The largest recent earthquakes to hit modem urban environments include the M6.7 Northridge and M6.9 Kobe earthquakes. Both events have shown that urban earthquakes can be highly damaging with the potential to disrupt our lifeline systems and socioeconomic structure and cause economic losses reaching 100 billion US dollars. Yet the loss figure estimated should a future Tokyo earthquake occur is in the vicinity of 1 trillion US dollars (22). Such a disaster can obviously have not only national but severe global repercussions.

Future earthquakes will have more urban centres and exposed valuable elements to target. Industrialization creates more potential sources of disaster in the form of dangerous spills, explosions and fires. Increased dependence on computers also brings complexities into the earthquake risks. However, we can also be better armed in assessing the physical and socioeconomic impact of urban earthquakes and in proper allocation of resources towards mitigation of these impacts. The extensive research being carried out on the development of earthquake risk assessment methodologies guides our expectations for the future. We can increase our efforts for the assessment of earthquake risk in urban centres and widely disseminate the results. Several international institutions, programmes and initiatives such as: the World Bank, the World Health Organization (WHO), the International Decade for National Disaster Reduction (IDNDR), the Global Seismic Hazard Assessment Program (GSHAP) and the World Seismic Safety Initiative will serve as a catalysts in this regard.

What will be needed in the future is the dissemination of urban earthquake loss information in understandable formats to increase the awareness of the general public, to sensitize top−level decision−makers and to arrive at rational risk mitigation plans.

References

1. McGuire RK. Characterizing active faults as input to seismic hazard studies. Ettore majorana centre for scientific culture istituto nazionale di geofisica 11th course: Active faulting studies for seismic hazard assessment, extended abstracts, 1995.

2. Boore DM et al. Estimation of response spectra and peak accelerations from western North American earthquakes: an interim report. USGS Open file report 93−509. Menlo Park, CA, United States Geological Survey, 1993.

3. Campbell KW, Bozorognia Y. Near−source attenuation of peak horizontal acceleration from worldwide accelerogram recorded from 1957 to 1993. Proceedings of the 5th United States national conference on earthquake engineering, Chicago, IL. 1994.

4. European Macroseismic Scale 1992. Luxembourg, European Seismological Commission, 1993.

5. Youd LT et al. Liquefaction potential map of San Fernando, California. Progress on seismic zonation in the San Francisco Bay region. USGS Circular No. 807. Menlo Park, CA, United States Geological Survey, 1979.

6. Youd LT, Perkins DM. Mapping of liquefaction induced ground failure potential. Journal of geotechnical engineering, 1978, 104 (4):433−446.

7. Reducing earthquake hazards: lessons learned from earthquakes, EERI Publication No: 86−02. San Francisco, CA, EERI, 1986.

8. Wilson C, Keefer DK. Predicting aerial limits of earthquake induced landsliding. Evaluating earthquake hazards in the Los Angeles region. USGS Professional Paper No. 1360, Washington, DC, United States Government Printing Office, 1985:317−346.

9. Coburn A. Spence R. Earthquake protection. Chichester, John Wiley and Sons Ltd, 1992.

84 10. Rgelfe (Research Group for Estimating Losses from Future Earthquakes). Estimating losses from earthquakes in China in the forthcoming 50 Years. Beijing, State seismological bureau, Seismological Press, 1992.

11. ATC−13. Earthquake damage evaluation data for California, ATC−13 Report. Redwood City, CA, Applied Technology Council, 1985.

12. Ambraseys NN, Jackson JA. Earthquake hazard and vulnerability in the northeastern Mediterranean: the Corinth earthquake sequence of February−March 1981. Disasters, 1981,5(4):355−368.

13. Special publication for seismic microzoning techniques: a case study for Kawasaki City, Japan. Oyo Corporation, 1988.

14. Kaneko F, Yamada T. Earthquake scenarios prepared from seismic microzoning studies − a recent example in Japan. Oyo Corporation, 1992.

15. Kaneko, F. Earthquake disaster countermeasures in Saitama Prefecture, Japan. Issues in urban earthquake risk. Netherlands, Kluwer Academic Publishers, 1994.

16. Komaru Y et al. Development of an earthquake damage estimation system. Proceedings of the 5th international conference on seismic zonation, Nice, Franc. AFPS and EERI, 1995, 1:273−280.

17. Toppozada RT et al. Planning scenario for a major earthquake on the Newport−Inglewood Fault Zone, Special publication No. 102. Sacramento, CA, California Dept. of Conservation, Division of Mines and Geology, 1988.

18. Toppozada RT et al. Planning scenario for a major earthquake on the San Jacinto Fault in the San Bernardino area, Special Publication No. 102. Sacramento, CA, California Dept. of Conservation, Division of Mines and Geology, 1993.

19. Toppozada RT et al. Planning scenario for a major earthquake on the Rodgers Creek Fault in the Northern San Francisco Bay area, Special Publication No. 112. Sacramento, CA, California Dept. of Conservation, Division of Mines and Geology, 1994.

20. Erdik M. Training and education for disaster preparedness. Regional Development Dialogue, United Nations Centre for Regional Development, Nagoya, Japan, 1987, 9(1):36−48.

21. Schultz CH et al. A medical disaster response to reduce immediate mortality after an earthquake. New England journal of medicine, 1996,334:438−444.

22. Berz G, Smolka A. Urban earthquake loss potential: economic and insurance aspects. Proceedings of the 10th European conference on earthquake engineering, 1995, 2:127−1134.

Seismic activity and the mitigation of its consequences in Kazakstan

State Emergency Committee of the Republic of Kazakstan

The Republic of Kazakstan in central Asia is the country with the ninth largest area in the world (2717 million km2). It has common borders with China, Kyrgyzstan, Russia, Turkmenistan and Uzbekistan. The natural environment and Kazakstan's history have led to an uneven development of the country. Up to 40% of industrial facilities are concentrated in the south, south−eastern and eastern regions of the country. There are 27 large towns and cities, including the capital, Almaty, 450 villages and a population of 6 million. These urban areas are in the most active earthquake zones which constitute a high seismic hazard.

Both historical information and modem data testify to a huge potential for the release of energy in the earth's crust in south−east Kazakstan. A sharp rise in seismic activity took place at the end of the last century and the beginning of the present one when a series of seismic catastrophes occurred.

In 1885, the Belovodsk earthquake of magnitude 6.9 occurred on the northern slope of the Kyrgyz range. In the mountains there were large landslides and ruptures over a total distance of more than 20 km. The extent

85 of vertical movement reached 1 m.

On 9 June 1887, the Vernyi earthquake with a magnitude of 7.3 caused extensive landslides over a large area. The epicentre was located 35 km from Vernyi (now Almaty). The effects of the earthquake were spread over an area of 175 km2. There were numerous cracks, escarpments, landshifts and landslides. The consequences of the earthquake for the city of Vernyi were terrible. In just one minute, all but one of 1799 brick buildings were completely destroyed. Some stone houses had only their wooden frames left standing. About 500 people died.

In the Chilik earthquake of 1889 (magnitude 8.4) the length of breaks in the epicentral zone reached 20 km, and the extent of horizontal movement was up to 5 m. This earthquake was also accompanied by building collapses and landslides in the region of the Chilik and Charyn rivers.

The epicentral zone of the Kemin earthquake of 1911 (magnitude 8.2) occupied a narrow strip that extended along the valleys of the rivers Bolshoi, Kemin and Chilik between the Zaili and Kungei Alatau ranges. A series of ruptures was formed for up to 200 km from west to east. Vertical movement reached 5 m. In Vernyi, where the intensity of the shock reached IX on the MSK−64 scale, all brick buildings were destroyed and 36 people died.

All these earthquakes occurred in zones that are prone to seismic activity and were all accompanied by a series of strong aftershocks. Thus, after the Kemin earthquake of 1911, there were 300 appreciable aftershocks during the next six months.

After the Kemin−Chuiskoje earthquake of 1938 (magnitude 6.9) no further earthquakes with a magnitude of more than 4.5 were observed until 1970 when a new stage of seismic activity began. Among the large earthquakes that followed were those at Turaigyrskoje in 1975 (magnitude 5.0), Sarykamyshskoje in 1970 (magnitude 6.6), Zhalanash−Tjupskoje in 1978 (magnitude 7.0) and Almatinskoje in 1982 (magnitude 5.6).

In June 1990 the Zaisan earthquake (magnitude 7.0) took place in the East Kazakstan region. The destructive consequences of the earthquake were seen over an extensive area in the Zaisan depression and also in neighbouring parts of China. In 120 settlements, 8874 inhabited buildings were destroyed (about 70% of all structures) and 36 000 people were left without shelter.

Analysis of historical information and materials by seismologists in Kazakstan has allowed them to understand the basic seismic structure and to determine the seismic potential of the north Tianshan, Jungar, Chingiz−Tarbagatai and Altai mountain systems (Fig. 3.1).

A map of the long−term forecast of earthquakes for the region of northern Tianshan shows six zones (1 − South Jungarian, 2 − Turgenskaja, 3 − Kastekskaja, 4 − Narynkolskaja, 5 −Kochkorskaja, 6 − Kadzhisaiskaja) where seismic activity is predicted until the year 2000 (Fig. 3.6). Data of the Kazakstan National Academy Institute of Seismology show that in the specified zones the occurrence of earthquakes with a magnitude of 6.0 and more is possible in the next 3−5 years. The earthquake epicentres during the past five years in the south−east of the republic have all been within the identified zones.

86 Figure 3.6. Long−term forecast of earthquakes in north Tianshan

Special geophysical research shows that movement of the earth's crust along active tectonic faults is the cause of earthquakes in this region. In recent years strong movements did not occur and, according to scientists of the National Academy of Sciences, this means there is an accumulation of stress and therefore an increasing risk of earthquake. This opinion is also shared by leading foreign specialists who conclude there will possibly be seismic activity in these zones within the coming decade.

If a destructive earthquake with an intensity of IX on the MSK−64 scale occurs, according to calculations by the headquarters of the civil defence in the Republic of Kazakstan for the Almaty region and the city of Almaty, 300 000 people will be affected, including killed and injured. As calculated, the consequences of such an earthquake would be on the scale of a national disaster.

Therefore, for Kazakstan the safety of the population and the preservation of its health at the time of catastrophic earthquakes is an urgent concern. In 1991 the republic set up a special system for the prevention and solution of emergency situations, as explained in the paper by Drs Kravchuk and Mazhkenov earlier. This system covers 19 regions and the capital of the republic and involves appropriate divisions of all ministries, departments and other organizations. The lead organization of this state system is the State Emergency Committee.

An effective way to reduce the number of dead and injured among the population is earthquake−resistant construction and retrofit of buildings. Today in the republic the new standards for the construction of new buildings in zones liable to seismic activity are more rigid. For the purpose of developing modem approaches to building policy in the areas of seismic activity, Kazakstan was one of the initiators of an international symposium on "Urban earthquake risk management strategies for the Central Asian republics" (1) which took place in Almaty in October 1996.

Much of the work on the maintenance of the safety of the population and preservation of its health is connected with the retrofit of buildings to increase their resistance to earthquakes. In the republic as a whole, it is necessary to strengthen or to demolish more than 256 000 buildings, 700 schools, 900 kindergartens and 450 hospitals. In the last two years work on fewer than 20 buildings has been carried out. The basic reason for the low rate of reconstruction is the absence of financial assets. Several thousand million US dollars are

87 needed.

The preservation of people's health is closely connected to the maintenance of "lifelines" of public utilities in case of earthquake. In Kazakstan we have set up a system which allows us to disconnect the electric power when the earthquake strikes and to transfer storage facilities of natural gas from the earthquake zone to safer locations.

With the purpose of duly informing the population of the threat of earthquake and how to prepare for it, a national system of communication (television, radio, mobile loud−speaker units) has been set up.

Taking into account the very real threat of earthquake for the inhabitants of Kazakstan, the State Emergency Committee has announced that training and preparation of the population will be carried out in 1996 and 1997. A system of national education in the field of preparation and response in emergency situations has been created. Last year in the republic 50 000 persons completed this course. Information about protection from earthquakes appears regularly in newspapers, on the radio, and on television. An educational film about earthquake preparation has been made and special brochures have been issued. Various organizations, schools and kindergartens have regular training on what to do in case of earthquake. The complex training in prevention and response in emergency situations at national level will be carried out annually.

The national plan for the mitigation of the consequences of earthquake is based on a scenario of an earthquake of intensity IX on the MSK−64 scale and the resulting number of dead and injured, damaged homes and industrial buildings and structures, and disrupted "lifeline" utilities and transport communications. Special attention in the plan is given to losses among medical personnel and condition of medical facilities.

The plan includes a calculation of the needs in terms of medical, search−and−rescue and reconstruction services, firefighting teams, the military, and types and quantity of equipment necessary to mitigate the consequences of the earthquake. The necessary assistance should arrive from the nearest parts of the republic within the first day. Similar plans of protection are available for local governments.

The creation of five professional rescue groups is planned; two are already operating. Local governments have created 269 special volunteer groups for emergencies. In businesses and organizations, more than 48 000 groups are available for emergencies.

The national emergency medical service has divisions in all areas of the republic. A state medical epidemic and quarantine service has also been set up. Reserves of medical equipment and materials have been created at both state and local levels.

In the field of international cooperation, Kazakstan has established on its territory a regional warehouse of supplies with the United Nations. The government of Japan provided grants for area seismology and retrofit of buildings and other constructions, after finding poor conditions of health and inadequate quality of drinking water supply for the population. A joint declaration of the Republic of Kazakstan and Germany about rendering mutual help in case of natural disasters and accidents is on the point of signature. After the destructive earthquake in Un−Nan in 1996, Kazakstan rendered China humanitarian help in the form of medicines.

We realize that a state must take responsibility for dealing with this complex problem. Therefore international cooperation and mutual aid are nowhere more necessary than in the area of protection from earthquakes. In this plan we especially count on the help of developed countries such as the Federal Republic of Germany, Japan and the United States of America, among others.

Reference

1. A NATO Advanced Research Workshop. Urban earthquake risk management strategies for the central Asian republics: avoiding repetition of the 1988 Armenian and the 1995 Sakhalin disasters. Almaty, Kazakstan. 22−25 October 1996.

Summary

E. Pretto1and Secretariat

88 1E.A. Pretto M.D., M.P.H. is Principal Investigator, Disaster Reanimatology Study Group and Associate Director Safar Center for Resuscitation Research, University of Pittsburgh School of Medicine, Pittsburgh, USA.

Professor Mustafa Erdik, Chairman, Department of Earthquake Engineering, Bogazici University, Kandilli Observatory and Earthquake Research Institute, Istanbul, Turkey, dealt with urban earthquake masterplans, and their social and health aspects. He mentioned that, while developing country cities are generally quite vulnerable because of poor construction quality and/or non−enforced codes and standards, cities in developed countries are also vulnerable. Ageing urban technical infrastructures, together with ageing populations, increase vulnerability. This is accompanied by a greater dependence on technology and generally more capital values are exposed to risk; their loss can lead to financial ruin.

A special inventory of exposed values, utilities, special systems and socioeconomic institutions which are vulnerable would be useful to have but is difficult to obtain, according to Dr Erdik.

He emphasized the importance of structural and non−structural measures to reduce mortality and morbidity. He said these measures must be applied to hospitals, lifelines, and medical supplies as well as to houses. Effective non−structural measures also require legislation and training for those who are responsible for disaster management. His figures for providing urban planners and emergency organizations with a credible scenario for a severe earthquake in the densely populated and densely industrialized area of the Bosporous were alarming. Without additional measures taken to reinforce structures and emergency planning, an earthquake in that area would not only cause many deaths and injuries but would also be a devastating blow to the entire Turkish economy.

The State Emergency Committee of the Republic of Kazakstan reported on "Seismic activity and the mitigation of its consequences in Kazakstan". Taking into account the very real threat of earthquake for the inhabitants of Kazakstan, the State Emergency Committee has announced preparedness training of the population in 1996 and 1997. A system of national education in the field of preparation and response in emergency situations has been set up. Last year in the republic more than 50 000 people completed the preparation course. In the newspapers, on the radio and on television, educational materials on protection against earthquakes are constantly made available. A film "Earthquake: up to, in time, after" has been made, and special brochures are issued. Various organizations, schools and kindergartens have regular training on action to be taken in case of threat or occurrence of an earthquakes. The complex training at national level for prevention and response in the emergency situation of a catastrophic earthquake will be carried out annually.

The plan of action is based on an estimation of possible conditions after the occurrence of an earthquake with intensity IX on the MSK−64 scale, and the resulting number of dead and injured, condition of inhabited and industrial buildings and structures, state of "lifeline" utilities and transport communications. The plan gives special attention to losses among the medical personnel and to the condition of medical facilities.

The plan includes a calculation of the quantity of medical, search−and−rescue and reconstruction services, firefighting teams, military, and kinds and quantity of equipment necessary for mitigation of the consequences of the earthquake. The specified assistance should arrive from the nearest areas of republic within the first day. Similar plans of protection are available for local governments.

Five professional rescue groups are planned and two are already in operation. Local governments have set up 269 special groups of volunteers for emergencies, and businesses and organizations have more than 48 000 similar groups available.

International cooperation and mutual aid are nowhere more necessary than in the field of earthquake protection. In this plan, Kazakstan especially counts on the help of the more developed countries such as the Federal Republic of Germany, Japan, and the United States of America, among others.

Earthquake−resistant construction

89 Regulations for earthquake−resistant construction

H.P. Wölfel1, M.V. Schalk2, and F.O. Henkel3

1Dr H.P. Wölfel is Professor of Mechanical Engineering, Technical University of Darmstadt, Darmstadt, Federal Republic of Germany, and is a member of the European Committee for Standardization.

2Dr M.V. Schalk is Authorized Manager, Wölfel Consulting Engineers, Höchberg, Federal Republic of Germany.

3Dr F.O. Henkel is General Manager, Wölfel Consulting Engineers, Höchberg, Federal Republic of Germany.

Regulations for earthquake−resistant construction have resulted from experience and, as is the case everywhere in building history, were earlier handed down from builder to builder. The punishment for errors was the collapse of the building during an earthquake.

When earthquake engineering became a science on its own, experience and state−of−the−art practice were cast in rules and regulations and thus made available to all specialist colleagues. Today more than 40 states have written earthquake regulations which are published regularly by the International Association of Earthquake Engineering (IAEE) as the "World List of Earthquake Engineering" (7) which currently lists the following countries:

Albania Egypt Mexico Algeria El Salvador New Zealand Argentina Ethiopia Nicaragua Australia France Peru Austria Germany Philippines Bulgaria Greece Portugal Canada India Romania Chile Indonesia Russian Federation China Iran Slovenia Columbia Israel Spain Costa Rica Italy Turkey Croatia Japan United States of America Cuba The former Yugoslav Venezuela. Dominican Republic Republic of Macedonia Despite these regulations and the progress made in science and building technology, losses in lives and property have not declined over the last decades. On the contrary, there has even been an increase. Impressive examples of this are the devastating earthquakes in Tangshan, China in 1976, with approximately 250 000 deaths, in Mexico in 1985 with damage to a value of US$ 6 billion, and the Kobe earthquake in 1995. On the other hand earthquake activity has not increased worldwide: the average released seismic energy every year has remained almost constant (2).

Have engineers failed, are the regulations useless, and are all efforts being made in vain? Certainly not, but the vulnerability of our infrastructure has increased as a result of the growing population density and greater technical complexity. Secondary damage through dams bursting, lifelines being destroyed, fires, emission of toxic substances or radioactivity can be greater that the direct damage caused by the collapse of buildings.

We are clearly racing against urban expansion and technology in our efforts to achieve earthquake−resistant construction. The United Nations, with its International Decade of Natural Disaster Reduction (IDNDR), has called upon us to make a dash towards the finish−line in this race worldwide (3). The IAEE has taken up the challenge with the World Seismic Safety Initiative (WSSI) (4). The European Standards Organization (CEN) is currently issuing a comprehensive set of guidelines (15), which cover a wide range of member states' needs and can be considered exemplary.

A few aspects of the role that regulations have to play in this race are discussed below. Regulations are understood to include all guidelines, directives, recommendations and rules which the state, as the body

90 responsible for public safety, has declared as the basis for approval procedures in construction.

Whether these regulations are right and applicable will be reflected in how the buildings and other structures built to these regulations withstand the next earthquake. However, since earthquakes and thus such practical tests are seldom, worldwide cooperation and exchange of experience at the international level are called for. This is ensured through the special conferences of the IAEE (5,6) and the national and continental subgroups, as well as by the International Association for Structure Mechanics in Reactor Technology (IASMRT) for atomic power stations (7). Further initiatives in this direction have also been developed by the IDNDR.

Even countries experiencing very little seismic activity should closely follow progress with regard to earthquakes. Such countries may also be involved indirectly due to international economic links, whether by the delivery' of industrial plants to seismic areas, by building activity or production in these countries, or by participation in disaster relief.

Risk and earthquake protection

Before going into greater detail on standards, the question arises as to what extent earthquake safety or design costs are reasonable. The aim of design is to limit the seismic risk:

Risk = H × R × C where

H = Probability of occurrence of an earthquake of a specific intensity at a site (seismic hazard analysis)

R = Probability of such intensity initiating a critical course of events (seismic response and fragility evaluation)

C = Extent of damage and losses in such a course of events (consequence analysis).

The risks given at all stages of intensity for all courses of events and damage are to be added together to determine the total risk in a seismic zone from buildings, plants and infrastructure units as well as from the respective course of events and type of damage.

The probability of occurrence H (of an earthquake of a specific intensity) is stipulated by nature. This must be determined, or rather estimated, by seismologists. Figure 3.7 shows the characteristics of probability curves: one falling line with increasing slope on a logarithmic scale, reaching in a first approximation a limit which cannot be exceeded due to seismotectonic conditions.

91 Figure 3.7. Probability of occurrence versus intensity

The probability R that an earthquake of a specific intensity can initiate a critical course of events can be reduced through earthquake−resistant design and the extent of damage C can be limited by administrative measures (emergency plans, evacuation schemes, information and accident management). The California Earthquake Preparedness Program goes a step further and already includes provisions similar to part R of the Eurocode as well as partial regulations covering the usage of land in relation to the probability of occurrence of respective earthquake intensities, H.

Sociological and political agreement must be reached on the acceptable risk with due consideration of what is possible from the economic point of view.

Therefore, the purpose of every regulation or standard is to reduce the probability R through design measures for a given earthquake hazard H in order to limit, together with the measure C, the extent of damage in such a way as not to exceed the sociological and political acceptance threshold. This leads to certain design requirements to ensure that the admissible damage is not exceeded. Such acceptable probabilities of occurrence which are currently associated with "design" requirements for earthquakes in Europe, are, for example:

Normal buildings Personal protection 10−3 − 10−2/year Building availability 10−2 − 10−1/year Nuclear power stations Safety 10−5 − 10−4/year Availability 10−4 − 10−2/year For nuclear power plants, a sociological consensus is sometimes difficult to reach, at least in Germany for the time being. This means that the "ALARA" principle is often used, i.e. damage "As Low As Reasonably Achievable", which would mean seismic protection "as high" as reasonably achievable.

In most countries the seismic hazard is laid down in national earthquake maps which break down the areas into different seismic zones. These earthquake maps sometimes reveal irregularities at country borders and some of them are not consistent in themselves. The hazard maps of the various countries can hardly be compared or overlapped due to differences in the basis for determining the hazard (methods, database, data processing), the area breakdown (classification, occurrence rates), and the pertinent seismic engineering characteristic data (generalized response spectra specific to site). To counteract this deficit the Global

92 Seismic Hazard Assessment Program (GSHAP) was introduced under the IDNDR.

Regulations for normal buildings

General criteria

As a general rule, regulations include the following elements:

− restriction of the application area to specific types of buildings or plants;

− subdivision of the state into earthquake zones which differ in potential intensity with determined probability of occurrence;

− basic requirements for the construction of buildings, either as general directives or as prerequisites for simplification of the construction permit application;

− establishment of the determining earthquake load on the building which, generally, is translated into equivalent static forces;

− definition of the load combination to be considered, made up of dead weight, live load and other simultaneously−occurring loads such as wind, snow and loads following the earthquake;

− consideration of additional effects which are not sufficiently covered by simplified analysis (i.e. torsion, anchoring of individual parts of buildings, non−constructive parts);

− design rules and safety coefficients for the usual materials (reinforced concrete, steel, timber, masonry and clay);

− additional requirements to safeguard the basis for calculations are in the materials area, such as verifying ductility (i.e. plastification in case of overload).

Static replacement loads

The emphasis lies on determining the earthquake load. Earthquake loads are more especially horizontal inertia loads which result from the building masses and the effects of acceleration on these masses. Everyone has a feeling for vertical acceleration. The building also has to withstand horizontal loads which are usually only a fraction of the dead load (i.e. 5−50% of dead load, depending upon site) and which are otherwise considered under design for wind load.

Horizontal resultant forces are derived from the normal building design and forces act at the points where the masses of a certain sector of the building are supposed to be concentrated, i.e. at the different floor levels.

The forces (Fi) are designated inertia forces ai × mi mi being the individual mass and ai the acceleration determining it. All the influences considered to be important are taken into account through a number of factors, normally designated as a, and specified in the relevant standards. Figure 3.8 shows the basic principle behind this.

93 Figure 3.8. Earthquake loading of buildings

Construction principle

The overall construction concept has at least as much if not more significance than determining the earthquake load.

Apart from principal requirements in respect of building height, type, structural regularity and foundation design, distances between buildings and non−constructive elements, attention is also to be focused on a forgiving behaviour of the building, i.e. dissipation of the energy released by the earthquake so that,

− with small earthquakes no damage occurs; − with medium earthquakes the damage is restricted; − with large earthquakes there is no collapse.

Energy dissipation is particularly high in regions of plastic strain. Therefore, it must be ensured that there can be plastic zones that are dimensioned so that there is no loss of global stability even where greater deformations occur. This principle is at present firmly anchored in the New Zealand standard (10). It can be achieved, for example, by moving the plastic joints to the girders (Fig. 3.9a) rather than to the columns (Fig. 3.9b). Almost every earthquake reveals deficiencies of this nature.

94 Figure 3.9. Distribution of plastic zones (a)

Figure 3.9. Distribution of plastic zones (b)

Regulations for special buildings

Special buildings are basically all those constructions that deviate from normal or usual buildings, such as bridges, towers, tanks, tunnels, pipelines, dam walls and buildings for chemical plants, power stations and nuclear power plants.

The basic difference in construction is the differentiating feature which does not allow simple regulations to be applied. In the case of chemical plants and nuclear power plants, this feature is the high secondary risk, i.e. according to the size of the potential damage more effort is called for on the design side to reduce the total risk.

Special buildings are handled very differently in various national regulations. In some cases such regulations are completely missing and the engineer responsible has to fall back on internationally distributed regulations of other countries or has to develop his or her own solution according to state−of−the−art engineering. Many special buildings are covered by the Eurocode 8 (see below) with the exception of those that pose increased secondary risks.

95 As far as we are aware, apart from nuclear technology, there is a lack of suitable regulations or supplements to existing regulations which deal explicitly with construction work in this sector and take into consideration the amount of possible damage. In practice a solution is generally sought which falls between the standard code and the regulations for nuclear engineering

Usually very detailed regulations for earthquake−resistant design of nuclear power plants are given in countries with peaceful utilization of atomic energy. In this respect, the following regulations apply:

− US Nuclear Regulatory Commission regulatory guides, USA (11)

− International Atomic Energy Authority (IAEA) safety guides (12) and subsequent technical documents

− Kerntechnischer Ausschuss regulations, Germany (13)

− NSC guides, Japan (14)

Eurocode 8

Overview

Eurocode 8 will comprise design provisions for earthquake resistance of structures (75). It will be one of the most comprehensive earthquake standards to be produced and is part of the complete new standards for the European building industry (EC 1 −9) which are currently in preparation. Eurocode 8 will be published in 1998. Its contents are as follows:

Part 1 − GENERAL RULES

Part 1.1 − Seismic actions and general requirements for structures Part 1.2 − General rules for buildings Part 1.3 − Specific rules for various materials and elements Part 1.4(*) − Strengthening and repair of buildings Part 2 (*) − BRIDGES Part 3 (*) − TOWERS, MASTS AND CHIMNEYS Part 4 (*) − SILOS, TANKS AND PIPELINES Part 5 − FOUNDATIONS, RETAINING STRUCTURES AND GEOTECHNICAL ASPECTS

The parts marked with an asterisk (*) are still in preparation; the others are virtually complete.

The compilation of Eurocode 8 is being supported by major research projects in different member states. In these projects:

− fundamentals and levels of knowledge are being determined and processed; − basic studies on constructions and evidence concepts are being carried out; − draft regulations are being drawn up.

These drafts are discussed and agreed in national committee meetings. Eurocode 8 is to be valid in all European Community and European Free Trade Association countries in the future. However, there is still no date in sight for the introduction of Eurocode 8. In some countries provisional parts of Eurocode 8 will be put into practice in the years to come by means of national application documents (NAD).

However, it is essential to point out that Eurocode 8, unlike many other earthquake codes, also expressly covers some special buildings and excludes only those which have a higher secondary risk. Building components and equipment are the only elements not found in Eurocode 8.

Regulations for equipment

All the usual codes aim primarily at load, design and construction of buildings in earthquake areas. They do not regulate (or do so only to a certain extent) the design of components and equipment of buildings and plants against earthquakes. Eurocode 8 at least covers silos, tanks and pipelines but not the inside of buildings− Pipelines also represent life−lines but there is no further detail on these,

96 At first sight this appears to be plausible when one assumes that component failure leads to no greater damage to persons and avoidance of local economic damage is not primarily the purpose of the . However, this is a wrong conclusion. Economic damage through destruction of components in industrial and process engineering plants, and subsequent interruption in operation, can quickly take on dimensions that are hard to bear. And the risk in the case of high energy components (e.g. pressure and temperature) and those with toxic substance content are certainly underestimated at present. This is why the German Risk Analysis Ordinance (based on the European "Seveso" guideline) addresses earthquake loading but gives no consideration to expert directives (16). Specific instructions for particular branches are also available (17−19).

Regulations for old buildings

All regulations discussed up to now are aimed at the design of new buildings and plants. It is certainly right that all present available engineering knowledge should be invested in new buildings. However, old buildings still make up the largest part of our heritage. The 1950s saw the beginning of earthquake engineering and the first simple earthquake regulations with but few exceptions (Japan and California). It was only in the 1970s and that adequate, more sophisticated state−of−the−art engineering was developed with due consideration to the dynamic behaviour of structures. As a result, protection of most old buildings, is not planned and they are safeguarded against earthquakes at the most by the experience of the builder. This means that the greatest damage is likely to occur in old buildings as the earthquake here in Kobe revealed in a tragic way.

There is no lack of attempts to establish regulations for strengthening and reinforcing existing structures or for the repair of buildings after an earthquake. However, the required level of applicability has still to be achieved.

Outlook

Thanks to existing national earthquake regulations, the race between increasing damage potential and the efforts to reduce the probability of damage through design is not lost yet. However, if spectacular earthquake damage occurs over and over again, this can have only two causes:

− systematic deficiencies in the earthquake regulations both for the assessment of seismic risk and in the design to reduce this risk;

− deficiencies in putting such regulations into practice and enforcing them, especially on the building site.

Examples of the first cause are the 1976 earthquake in China which occurred in an area previously not known to be endangered by earthquakes and the 1995 Kobe earthquake which was not expected to have such intensity. Examples of buildings which failed despite being designed to the given regulations were found in the 1985 Mexico earthquake and others where columns plasticized and collapsed. One example of the second cause is the 1988 Armenian earthquake where it was obvious that the reinforcement planned for the connection between floor and wall slabs and many ring anchors were simply missing. Here both the builders and building supervisory authorities failed. More work is needed, particularly with regard to the following:

− establishing of uniform, consistent earthquake maps;

− supplementation of standard regulations for normal buildings with regulations for special buildings such as hospitals, bridges, lifelines, chemical plants and tanks in so far as this has not already been done;

− regulations for equipment in buildings;

− stricter supervision of building work;

− harmonization of standard regulations so that they can be compared with each other;

− drawing up of guidelines for low−cost housing according to region and type;

− drawing up of regulations for retrofit strengthening of buildings;

− regulations covering the repair of buildings damaged by earthquakes;

97 − development and distribution of recommendations for people's response, depending on the building type.

References

1. International Association for Earthquake Engineering. Earthquake resistant regulations, a world list. 1996, Tokyo.

2. DGEB: Various damage reports from members of the Deutsche Gesellschaft fur Erdbebeningenieurwesen und Baudynamik (DGEB) or their Austrian and Swiss Sister Organisations, published in the news sheets or presented at conferences.

3. Deutsche Forschungsgemeinschaft: Natural catastrophies and catastrophe prevention, recommendations to the IDNDR, 1991.

4. Shah HC, Katayama T. WSSI − A dream, a challenge and a time for action. Proceedings of the 10th European Conference in Earthquake Engineering. A.A. Balkema, Rotterdam, Brookfield, 1995:3−10.

5. WCEE Conferences (1958−1996), Proceedings.

6. ECEE Conferences (1971−1995), Proceedings.

7. SMiRT Conferences (1971−1995), Transactions.

8. Paulay T, Bachmann M, Moser K. Earthquake resistant design of concrete structures. Birkhäuser−Verlag, 1990, Basel, Boston, Berlin.

9. DIN 4149: Buildings in German earthquake areas; design loads, analysis and structural design, usual buildings, Version: April 1981.

10. NZS 4203: New Zealand Standard: General Structure Design and Design Loadings for Buildings, 1992. Standard Association of New Zealand, Wellington.

11. USNRC Regulatory Guides, US Nuclear Regulatory Commission, Washington, D.C.

12. IAEA Safety Guides, International Atomic Energy Agency, Vienna.

13. KTA 2201: Design of nuclear power stations against seismic influences, Kerntechnischer Ausschuss, Bundesamt für Strahlenschutz, Braunschweig, Germany.

Part 1: Basics, June 1990. Part 2: Foundations, June 1990. Part 3: Design of civil structures, draft June 1990. Part 4: Requirements for earthquake safety for mechanical and electrotechnical plant equipment, June 1990.

14. NSC Guides: Standards for Seismic Civil Engineering Construction in Japan, 1980. Earthquake Resistant Design Method for Buildings, 1981, Nuclear Safety Commission and Ministry of Construction, Tokyo, Japan.

15. Eurocode 8: Design Provisions for Earthquake Resistance of Structures, respective current status. European Committee for Standardization, Central Secretariat, rue de Stassart, 36, B−1050 Brussels. October 1994.

16. Twelfth Amendment to the Federal German Immission Protection Law (Industrial Hazards Ordinance) − 12. BImSchV (May 1991), Bundesgesetzblatt, Bonn.

17. API Standard 650 "Welded Steel Tanks for Oil Storage", Nov. 1980. American Petrol Institute, Washington, D.C.

18. Fischer FD, Rammerstorfer FG, Scharf K. Earthquake resistant design of anchored and unanchored liquid storage tanks under three−dimensional earthquake excitation. In: Schueller GT (ed.). Structural dynamics, recent advances. Springer, Heidelberg, Germany, 1990.

98 19. Wölfel H, Schalk M. The earthquake on the Swabian Alp − theory and reality of earthquake design. THD Schriftenreihe "Wissenschaft und Technik 16" (Karl−Maguerre Gedächtnis Kolloquium), Technical University, Darmstadt, Germany, 1980.

Experimental verification of anti−seismic designs: The Institute of Earthquake Engineering and Engineering Seismology (IZIIS), as an example

D. Jurukovski1and L. Krstevska2

1Professor D. Jurukovski is Director of the Institute of Earthquake Engineering and Engineering Seismology (IZIS), University "St Cyril and Methodius", Skopje, The former Yugoslav Republic of Macedonia

2Mrs L. Krstevska, M.Sc. is Research Assistant at the Institute of Earthquake Engineering and Engineering Seismology (IZIS), University "St Cyril and Methodius", Skopje, The former Yugoslav Republic of Macedonia

The Institute of Earthquake Engineering and Engineering Seismology (IZIIS) was established in 1965 as an institution within the University "St. Cyril and Methodius", Skopje, in the former Yugoslav Republic of Macedonia. The aim of the institute was to organize research and training in the area of earthquake engineering and engineering seismology. In following these tasks, the institute received support from the United Nations and its specialized agencies, UNDP and UNESCO, for many years following the disastrous Skopje earthquake of 26 July 1963. While meeting the immediate needs for reconstruction of the city, the institute created conditions favourable to permanent progress in research and in training of scientific staff and engineers. During its development the institute has thus not only achieved its main objective but has grown, in a relatively short period, into a recognized national and international institution of earthquake engineering and engineering seismology.

Personnel

Throughout the development of the institute, particular attention has been paid to increasing and training the personnel since this is one of the major factors determining the quality of the research and the educational activities of the institute. Out of the 56 scientific staff members, 15 have Ph.D. degrees and 23 Master's degrees in technical sciences, while the remaining 18 staff members are graduate civil engineers, geologists, electrical engineers, physicists, economists and philologists.

Fifteen professors, associate professors and assistant professors from the institute are lecturing and supervising the postgraduate studies. Most of the scientific staff have, at one time or the other, worked at the universities in Japan, USA and other countries as visiting professors or research fellows, or as United Nations experts in earthquake engineering or engineering seismology in developing countries.

Scope of the work

The scope of the work of the institute consists mainly of postgraduate studies, scientific research, and applied research and consultancy. Economic development and the threat of catastrophic earthquakes result in an increasing demand for specialists in earthquake engineering and engineering seismology at Master's and doctoral degree level. To meet the needs for specialists in these fields, the Institute of Earthquake Engineering and Engineering Seismology, as an international training centre, organizes postgraduate studies in various branches and at various levels. During its 30−year experience of training earthquake engineers and specialists in engineering seismology, courses have been organized for 250 candidates for the Master's degree in technical sciences. In addition to this, the institute organizes special courses for engineers from developing countries.

The scientific research activities of the institute are aimed chiefly at defining the technical basis for the reduction of the consequences of earthquakes. A large number of projects have been carried out on the following subjects:

− study of strong earthquake occurrence, definition and improvement of the methods of earthquake risk assessment, study of the seismicity and evaluation of the risk of future earthquake damage;

99 − determination of the dynamic properties of materials and structures in order to establish consistent scientific criteria for the stability of civil engineering structures under various dynamic effects;

− establishment of optimum economic and technical criteria for evaluation of the consequences of strong earthquakes, and optimization of the economic value of structures with respect to earthquake intensity, frequency of occurrence, expected lifetime and purpose;

− conditions for economic and rational construction using industrialized construction methods and systems, adequate materials, pre−cast elements and structural systems;

− establishment of the scientific and technical basis for updating and improving construction codes compatible with the level of economic development of the country.

The institute carries out a large number of applied and development research projects and provides consulting services for design and analysis of more sophisticated civil engineering structures. On the average, 100−150 applied research projects are completed each year by the institute.

Considering the fact that organized international cooperation provides conditions for more efficient and complex scientific research, the institute ensures solid and permanent scientific cooperation with universities and research institutions from various countries as one of its priorities for development. This has led to a fruitful exchange of scientific information and has maintained the international reputation of the institute which cooperates with more than 20 universities and centres all over the world.

Facilities

Since equipment is an essential prerequisite for advanced engineering and research, the institute has invested heavily in equipment for its laboratories, the value of which is estimated at more than 4 million US dollars. The equipment is located in the five IZIIS laboratories as follows:

• The dynamic testing laboratory is equipped with a number of seismic shaking tables (see example Fig. 3.10)

• The soil dynamics laboratory is equipped for carrying out tests to determine the dynamic properties of soil materials. These tests are necessary to obtain the dynamic strength and stability of soils, the potential and soil−structure interaction, for in situ testing of foundation models, and other specific testing in the field of soil and foundation dynamics. The latter are carried out in cooperation with the other laboratories of the institute.

• The laboratory for microzoning and geophysical studies is adequately equipped for certain field measurements in engineering seismology and , such as seismic refraction, reflection and polar surveys, and measurements of microseismic noise and geoelectrical resistivity.

• The strong motion laboratory is mainly concerned with technical preparation for the installation and maintenance of the strong−motion instrument network covering the territory of the former Yugoslav Republic of Macedonia and consisting of over 100 accelerographs. Of these, more than 60 have been installed on civil engineering structures, and the rest on bedrock or characteristic soil. In order to accomplish these important tasks successfully, the laboratory has the necessary equipment for calibration, servicing, maintenance and repair of the strong−motion instruments.

• The laboratory for special seismological studies is equipped for research into the effects, location and character of small and strong earthquakes and their influence on the soil medium and structures.

100 Figure 3.10. Biaxial shaking table model of building

The highly−qualified personnel and the equipment of me IZIIS laboratories, the computer centre and the developed application software are a guarantee of the successful performance of fundamental, applied and development research in the institute.

Summary

C. Ugarte1and Secretariat

1C. Ugarte is Director, Direccion Nacional Preparacion contra Desastres, Lima, Peru.

101 Professor H.P. Wölfel, Professor of Mechanical Engineering, Technical University of Darmstadt, Germany and a member of the European Committee for Standardization (CEN), made the first presentation on earthquake−resistant construction. He described mechanisms that structural engineers adopt to define building safety. According to Professor Wölfel, earthquakes have neither become more frequent nor more vicious in recent times; in fact the data show a nearly constant average release of energy from earthquakes over the decades. The key problem is seen in the increase of the density and vulnerability of the structures mankind has built in risk areas. On the other hand, he emphasized the now well−developed state−of−the−art in structural engineering and that technical standards and norms have resulted in an adequate body of regulations which nowadays can provide a high degree of preventive protection. However, only 40 countries have established national earthquake resistance regulations. Professor Wölfel defined as a principal cause of structural failures in recent earthquakes either a lack of regulations or deficiencies in the application and enforcement of these regulations. In the European Union, the Committee for Standardization ('CEN) is developing a comprehensive guide for standard regulations, covering the quite different situations in all its Member States.

Professor D. Jurukovski and Mrs L. Krstevska presented a paper on the Institute of Earthquake Engineering and Engineering Seismology (IZIIS). The institute was established in 1965 within the University "St. Cyril and Methodius", Skopje, the former Yugoslav Republic of Macedonia, to organize research and training in the area of earthquake engineering and engineering seismology. In following these tasks the institute received support from the United Nations and its specialized agencies, UNDP and UNESCO, for many years following the disastrous Skopje earthquake of 26 July 1963. While meeting immediate needs for reconstruction of the city, the institute created conditions favourable to permanent progress in research and in training of scientific staff and engineers. During its development the institute has thus not only achieved its main objective but has grown, in a relatively short period, into a recognized national and international institution of earthquake engineering and engineering seismology.

In order to respond successfully to the need for a high level of research in these fields, as well as education and training of engineers, the institute has specialized research sections. This flexible mode of organization was necessary because of the scope of work which the institute was called upon to undertake. It covers the following research areas: regional studies (seismology, seismotectonics and geophysics); local soil studies and soil dynamics; vulnerability analysis; seismic stability of engineering structures; seismic stability of building structures and engineering materials; nuclear engineering and reliability of structures; and control engineering.

Earthquake−proofing of hospitals

Safe hospitals: the Mexican strategy to face natural hazards

J. Rodríguez1and J. Oviedo2

1J. Rodriguez is General Director, Preventive Medicine, Ministry of Health, Mexico, D.F., Mexico.

2 J. Oviedo is Director, Injury Prevention and Control and Health Care in Disaster Programmes, Ministry of Health, Mexico, D.F., Mexico.

Mexico's natural hazards

Mexico is located in a high risk area of natural hazards such as earthquakes, hurricanes and volcanic eruptions that cause damage to people, buildings and the economy every year.

There are six plates that cause earthquakes in 28 of the 32 Mexican states (more than 90% of the country's area). Mexico has about 90 earthquakes higher than 4 on the Richter scale every year. These earthquakes have caused 15 867 deaths, 46 000 injured and have affected 95 600 people in the last 20 years.

Most of the earthquakes higher than 7 on the Richter scale occur on the Pacific coast (Jalisco, Colima, Michoacan, Guerrero and Oaxaca).

102 Tropical cyclones bring disasters to Mexico's coastlines and islands. In 1996, there were 30 deaths, 763 injured and 203 437 people affected due to four hurricanes. The hurricanes affect both the Pacific and Atlantic coasts.

There are also 16 active volcanoes that may affect more than 6 million people (7.5% of Mexico's population). The Popocatepetl , located 90 km east of Mexico City, has increased its activity since 1994.

The earthquakes in September 1985

The earthquakes that struck Mexico City in 1985 were part of a series of catastrophic earthquakes in Latin America. Mexico City lost 5100 hospital beds (30% of the available beds in the city) and 10 000 deaths were reported that year due to an earthquake of 8.1 on the Richter scale (1).

Chile registered an earthquake of 7.5 on the Richter scale in 1985 also. That caused 2373 hospital beds to be lost and 180 deaths.

In San Salvador 1800 hospital beds were lost and 1200 deaths were caused by an earthquake of 5.4 on the Richter scale. Although Costa Rica registered two earthquakes in 1990 and 1991, the damage was restricted to one hospital.

It was estimated that damage in Mexico amounted to 550 000 million US dollars, while in El Salvador it was 97 000 million US dollars. In Mexico 22 urban hospitals were damaged, while in Chile and El Salvador a total of 20 were damaged in both urban and rural areas (2) (Table 3.5).

Table 3.5. Earthquakes in Latin America

Mexico Chile El Salvador Costa Rica Year 1985 1985 1986 1996−1991 Intensity 8.1 and 7.5 7.5 5.4 6.8, 5, 6.4 and 7.4 Beds lost No./% 5100/30%*** 3271/16.6% − 60%** Deaths 10 000 180 1200 − Injured people 30 000 2500 10 000 − Costs 550* − 97* 220*

Source: Bitran B. Impacto Económico de los Desastres Naturales en la Infraestructura de Salud. WHO − LC/MEX/1.291 January, 1996.

*Thousands of million US dollars. **One hospital. ***Zeballos J. Earthquake in Mexico September 19 and 20, 1985 In PAHO Disaster Chronicles, N°3.

Health care in disaster programmes in Mexico

In Mexico two of the most important hospitals − Juárez hospital and General hospital − collapsed. Some 20% of the total deaths were doctors, nurses and patients in those hospitals. The most important hospitals in Mexico City could not offer any health care because of damage they sustained (Table 3.6).

After the experience of the earthquake, the Mexican government opened an office to plan and implement strategies to minimize the effects of natural hazards in the health sector and population. The office is part of the Ministry of Health. Its objective is to regulate and supervise the development of regional programmes in both hospitals and communities.

The new Juárez hospital has developed a plan to reduce the vulnerability of earthquakes since 1987. The new hospital was built according to the new construction regulations for the city. There is also a plan to coordinate activities before, during and after a disaster. Hospital employees carry out disaster exercises twice a year (3).

Table 3.6. Number of deaths in Juárez Hospitals and General Hospital

Deaths General Hospital Juárez Hospital Total

103 Patients 85 0 85 Newborn 94 295 389 Physicians 56 44 100 Nurses 37 0 37 Administrative personnel 4 222 226 Others 16 0 16 Visitors 3 0 3 People missing 47 0 47 Total 342 561 903 Source: Rojas E CA. El terremoto de 1985 en el Hospital Juárez de la Ciudad de México. Secretaria de Salud, Hospital Juárez II, México D.F., 1987. Cisero S R et al. Efectos del Terremoto del 19 de septiembre de 1985 en el Hospital General de la Ciudad de México, Algunas Consideraciones. Salud Pública Mexicana, 1986, 28:521−526. The model created by Juárez hospital was followed by other hospitals. The central office has trained personnel and 252 plans have been made to mitigate disaster damage in the 32 Mexican states during the last 11 years, based on the Juárez experience. The office is developing a teaching guide to facilitate this process throughout the country.

The central office found out last year that some plans require reformulation. Some of the hospitals have set up new sections, hired new personnel or installed new technology in the past five years so changes have to be made to update the disaster mitigation programmes.

The central programme also includes community participation as a key element. Under the central programme's supervision, the Ministry of Education has started a comprehensive programme to teach children in schools what to do in case of earthquakes. The schools, particularly those located in Mexico City, must carry out emergency trials every two months.

The Ministry of Internal Affairs and the central programme work together with local authorities to develop other activities with regard to public places. It is now required to have safe areas and emergency exits in supermarkets, cinemas and other public places.

There is also an alarm located on the Pacific Coast to warn the population 30 seconds before an earthquake. This alarm is for Mexico City only. The central programme supports the development of evacuation trials in health care facilities.

Safe hospitals

The Mexican health system, in collaboration with the Pan American Health Organization, established a Safe Hospitals Project in February 1996 to reduce the vulnerability of hospitals. This project's objective is to ensure both the safety of the building and the skills of personnel in the event of earthquakes or hurricanes.

The project is very ambitious. The Ministry of Health has 252 hospitals throughout the country and 108 of them are located in risky areas. The Safe Hospitals Project would be expensive to develop in all of them. The social security facilities are not included in the project nor are private hospitals.

A big discussion has taken place in the health sector because of this. The Ministry of Health, the social security system and the private sector all demanded the right to be included in the project. Some agreement has been reached and a group of experts will be set up with representatives of each of the three sectors.

The central programme will be the coordinator of the group. The hospitals of the Ministry of Health will be included in the first group; other hospitals will be included as the budget allows.

The methodology of the Safe Hospitals Project has three components − developing a set of indicators, training personnel, and assessing hospital safety.

Developing indicators

104 A group of professionals is going to develop a set of indicators to evaluate hospitals. They will take into account the building, the equipment and supplies and the hospital organization.

A group of engineers will decide the indicators to guarantee the security of the building. The foundations and the rest of the construction must be strong enough to support the hazards of the area. The building itself must be a secure place for medical care. Mexico City's construction law is the main input in the discussion. Although the law is not specific to hospitals, the indicators are going to be taken into account. This is perhaps the most complicated phase to develop. There are two different groups to work with − public health engineers and health managers.

Hospitals require sophisticated technology and supplies to work with that must be located in a safe place. Also the equipment and supplies should not be themselves a hazard for people in hospitals. A set of indicators will be developed regarding the safety and safe positioning of equipment and supplies.

Hospital workers ought to know the specific hazards of the region. They must react according to those risks efficiently. They have specific functions to perform when a disaster occurs. A set of indicators will analyse if the hospital organization is prepared in case of disaster. A teaching guide will be provided to hospital directors, as will technical support in planning, information systems, evaluation and rehabilitation.

The guide is in progress. A set of articles has been selected from both national and international literature. They have been classified in three sections − before, during and after. Each section has a set of objectives, a reading guide and reading materials. At the end the users are expected to develop a comprehensive plan to deal with hazards.

The three groups of indicators will be printed in a manual. The hospital workers and public health engineers will be able to follow the indicators to evaluate the hospital's safety.

Training

The second component of the Safe Hospitals Project includes the selection of hospitals and a training programme for hospital workers. After the hospitals in the most risky areas have been selected, the personnel and public health engineers will be trained to evaluate hospitals. The manual referred to above will be used in the assessment.

The selection process has already started. The central office chose 108 hospitals of the 252. A letter was sent to state health authorities to ask them to decide, according to certain indicators, which state hospitals should be incorporated in the study. A guide for selecting the hospitals has been developed. The indicators were taken from Boroschek's methodology and modified according to the Mexican context. We have selected 22 hospitals to start working with (4).

Certifying safety

A group of professionals will check each hospital's assessment. A certificate will be issued to all hospitals that meet the manual's requirements. Both the Mexican Government and the Pan American Health Organization will certify the process.

Conclusion

New projects give you new problems to solve. The decentralization of the health sector in Mexico was reinforced a year ago and the Safe Hospitals Project started at the same time. Some states are ready to go ahead and some others are in the process of learning what to do. This has given the central offices a new way to approach local needs. Many hours have been spent in meetings and negotiation, and more will have to be spent before we can certificate the first group of safe hospitals− The main point, however, is that we have already started.

References

1. Zeballos J. Earthquake in Mexico. September 19 and 20, 1985. PAHO Disaster Chronicles, 3 1987.

2. Bitrrán BD. Impacto Económico de los Desastres Naturales en la Infraestructura de Salud. Conferencia Internacional Sobre Mitigación de Desastres en Instalaciones de Salud, 1996.

105 3. Hospital Juárez Centro. Plan Hospitalario para Casos de Desastre. Secretaría de Salud, 1994.

4. Boroschek KR et al. Establecimiento de un Plan Nacional para la Reducción de los Efectos Sísmicos en Sistemas de Salud. Conferencia Internacional Sobre Mitigación de Desastres en Instalaciones de Salud, 1996.

Earthquake damage to hospitals and clinics in Kobe, Japan

Y. Nagasawa1and G. Sweitzer2

1Y. Nagasawa, Dr. Eng. Dip. HFP, JIA is Professor of the Department of Architecture, Graduate School of Engineering University of Tokyo, Tokyo, Japan.

2G. Sweitzer Ph.D. is from the Department of Architecture, Graduate School of Engineering, University of Tokyo, Tokyo, Japan.

A great earthquake

At 5:46 in the morning on 17 January 1995, a devastating earthquake of 7.2 on the Richter scale hit Japan's major port of Kobe and surrounding areas and destroyed or damaged many buildings (Fig. 9). The epicentre was located about 15 km south−west of Kobe City at the northern tip of Awaji Island at a shallow focal depth of about 14 km (1). Within the 15 second duration of the earthquake, most structures along a densely−populated 40 km length of the bilateral rupture were severely damaged, if not totally destroyed.

Within the two months following the earthquake, more than 5500 were counted dead, 36 000 injured, and more than 300 000 homeless. More than 185 000 homes were severely damaged or totally destroyed (2). After six months, a newspaper reported the death toll at over 6000, including those who had been admitted to hospitals or clinics and later died as well as those still counted missing− This disaster has come to be called the Great Hanshin−Awaji Earthquake, after the area of Hanshin and the island of Awaji.

Damage surveys

A team was formed to assess damage to the health facilities in Kobe affected by the earthquake. The team members represented six organizations − the National Institute of Health Services Management, the Japan Institute of Health Care Architecture, the Japanese Association of Hospital Engineering, the Japanese Society of Hospital Administration, the Architectural Institute of Japan (AIJ), and the Japan Institute of Architects (JIA).

The team first made a preliminary survey of four hospitals on 2 and 3 February 1995. This effort was in collaboration with the Environment/Health Division of Hyogo Prefecture and the temporary field office of the Ministry of Health and Welfare. Following this, a more in−depth interview survey format was developed; this focused on the physical and management situations in hospitals during and after the earthquake. The survey was later administered in 22 hospitals between April and June. The findings are summarized later in this paper (3).

Representatives of architectural, building construction and equipment manufacturing concerns reported their respective interests independently (4−7). In addition, on 2 March, the Hyogo Prefecture office distributed a questionnaire to 3223 medical organizations: 224 hospitals and 2999 clinics located in 10 cities and 10 towns in the prefecture. In Japan a hospital has 20 or more beds while a clinic has 19 beds or less, or even no beds. The latter typically have one doctor and one nurse. By 15 March 1995, 182 of the hospitals (81%) and 1845 of the clinics (61%) had responded. During June 1995, the Hyogo Prefecture office reported the findings of this questionnaire (8); these are summarized below.

Questionnaire survey findings − hospitals and clinics

Responses to the questionnaire administered by the Hyogo Prefecture office are presented as percentages, for hospitals and clinics respectively.

Most of the hospitals (96%) and clinics (57%) were considered to be seismic−resistant structures; most of these (68% and 64% respectively), however, were completed before the seismic requirements in the building code were upgraded in 1981. Less than half of the hospitals (45%) but most of the clinics (95%) reported their

106 structures as having 1−4 storeys. Correspondingly, a little over half of the hospitals (52%) but only a few of the clinics (5%) reported their structures as being five to nine storeys high. A few of the hospitals (3%) and most of the clinics (91%), meanwhile, reported a floor area of less than 1000 m2, while 38% of the hospitals and 9% of the clinics reported a floor area of 1000−3000 m2.

In general, the hospitals were better equipped than were the clinics for this emergency. For instance, emergency (primarily diesel) electric generators were present in 75% of hospitals compared to 3% of clinics. The respective percentages for water reserve containers were 47% compared to 10%, for well−water provisions they were 18% and 6%, for LP gas provisions 10% and 5%, for emergency reserves of food 29% and 4%, for drugs 34% and 16%, and for hot−line communication to the fire department the percentages were 25% and 2%. Nevertheless, 52% of the hospitals reported their situation to the fire department by other means, (e.g. on foot or by bicycle) while 65% of the clinics did not report because their personnel were overburdened.

Although most facilities (83% of hospitals and 84% of clinics) did not suffer fire damage, one hospital was completely burned down and two others suffered extensive damage. While most facilities reported no deaths or injuries inside the buildings during the first three days (hospitals 81%, clinics 95%) such cases involving inpatients (hospitals 3, clinics 7) and staff (hospitals 1, clinics 27) were reported later.

Most of the hospitals and many of the clinics (61% and 42% respectively), however, were otherwise severely damaged or needed extensive repairs. Many of these (39% of hospitals, 54% of clinics) were unable to provide ordinary surgeries or services in their respective facilities (operating theatres, consultation rooms, examination rooms). In addition, most hospitals and clinics reported damage to their equipment: magnetic resonance imaging (MRI) (70%), X−ray equipment (65%), computed tomography (CT) scanners (30%) and communication equipment (25%). It is also noteworthy that emergency sprinkler systems in hospitals malfunctioned when triggered in 32% of the cases.

Nikkei health care magazine, representing the health care community in Japan, reported the case of Kobe Nishi (West) municipal hospital, a 370−bed facility (9). Here one inpatient died due to the collapse of the fifth floor. Originally, this hospital was built as a five−storey structure in 1960; floors 6 and 7 were added in 1967. On the day of the earthquake, the 255 inpatients in the hospital were being cared for by 23 nurses. In the damaged fifth floor ward, there were 44 inpatients and three nurses. It required one full day before all of the patients and staff could be rescued from the crushed floor, by which time one patient had died.

Of the total staff associated with the reporting hospitals and clinics, most of the doctors (59% in hospitals, 66% in clinics) and many of the nurses (44% in hospitals, 39% in clinics) were working on the day of the earthquake. During the seven days following the earthquake, a few of these facilities (19% of hospitals, 2% of clinics) requested additional medical and nursing staff. In response, additional doctors were accepted: 178 into 19 hospitals and nine into clinics. Likewise, additional nurses were accepted: 282 into 15 hospitals and 14 into eight clinics.

In addition, on the day of the earthquake most of the reporting hospitals (98%) and clinics (66%) provided in−house emergency medical services to slightly−injured or ill patients. Hemodialysis services, for example, were provided in 47% of hospitals and 36% of clinics. Although many of the hospitals (44%) posted information concerning the availability of clinical OPD services, many clinics (46%) did not. Surgical operations meanwhile were performed in 43% of the hospitals; most of the operating theatres received electricity from emergency generators.

Five hospitals and 28 clinics provided clinical services in temporary tents on the day of the earthquake. Within the seven days after the earthquake, many physicians from these facilities (903 from hospitals, 2450 from clinics) were sent to temporary clinics in locations of refuge.

During the first week, thousands of patients were treated, 50 655 in hospitals and 103 440 in clinics. These figures include inpatients (8167 in hospitals and 1718 in clinics) and patients who later deceased (749 in hospitals and 439 in clinics). Among the total number of facilities, 66% of the hospitals and 32% of the clinics requested transportation for inpatients to other institutions and the overwhelming majority of these patients (hospitals 95%, clinics 99%) were transported. Nevertheless, six hospitals and two clinics could not secure timely transportation for their patients. This was apparently due to failures of communication with either local government or ambulance service agencies (65% of both types could not be served).

Through all of this, the primary means of transportation for these hospital and clinic patients was via three means: private cars (hospital 799, clinics 690), hospital ambulances (hospitals 739, clinics 36) and by fire

107 department ambulances (hospitals 507, clinics 125). Meanwhile, there was great disparity between the hospitals and clinics concerning their knowledge of the availability of helicopters as a means of patient transportation (hospitals 49%, clinics 20%) as well as the obligation of a physician to accompany each flight (hospitals 52%, clinics 14%). Not surprisingly, therefore, only 46 patients from 22 hospitals and one patient from one clinic were transported via helicopter. The one clinic requested helicopter transportation services directly via the fire department ambulance service agency. For the hospital patients, helicopters typically landed at nearby parks or other outdoor spaces (58%); meanwhile most clinics (67%) reported there were no suitable landing areas nearby.

Also during the first week following the earthquake, most of the facilities had to recover from a lack of water (57% of hospitals, 64% of clinics) and city gas (59% of hospitals, 64% of clinics). In addition, from the beginning, the majority of facilities (72% of hospitals, 21% of clinics) asked municipal/township governments for provision of water and heating fuels, including LP gas− Many other facilities (34% of hospitals and 35% of clinics) meanwhile asked private vendors for the same supplies. Nevertheless, 10% of hospitals and 34% of clinics did not succeed in obtaining adequate provisions for heating and were forced to close for that reason alone. Most of the facilities (86% of hospitals, 85% of clinics) requested additional provisions of drugs from private vendors.

Two of the three hospitals that had not recovered as of 15 March 1995 held no immediate prospect to resume their services. The other hospital meanwhile did not expect to resume services until September 1995, mainly due to a lack of funds. Otherwise, 80% of the hospitals and 57% of the clinics were expected to complete full recovery by the end of March, 1995. Of these, 53% of hospitals and 42% of clinics were considering upgrading the seismic resistance of their buildings while only a few (14% of hospitals and 9% of clinics) had decided to install emergency water preservation containers. Emergency drug preservation measures, meanwhile, were under way or are being considered by 67% of hospitals and 43% of clinics. Most of the hospitals and clinics, however, considered alternative communication systems (hospitals 93%, clinics 80%) such as to fire and police departments; information systems (hospitals 93%, clinics 75%), within and outside of hospital and clinic facilities; and emergency medical service systems (hospitals 95%, clinics 93%), especially regional policy revisions.

Interview survey findings − hospitals

Detailed interviews were administered by the survey team from 6 April to 16 June 1995 in 13 public hospitals (102−1000 beds) and nine private hospitals (151−1250 beds). Each interview team included hospital architects, engineers and administrators.

Several hospitals reported partial structural damage, including cracks in reinforced concrete columns, beams and walls. One hospital, for instance, reported the repair of the hooping of four columns marked by shearing cracks by using 12 nun−thick reinforced steel plates. In addition, cracks were found in exterior walls, roofs, verandas, chimneys, interior walls, floor slabs and expansion joints. About half of the hospitals reported broken windows and many reported broken electric lamps. Most unrestrained shelves or containers holding books, files, X−ray films or patient records were overturned (Figs. 10 and 11). Likewise, most (typically unrestrained) television sets on tables fell to the floor. Beds and wagons meanwhile moved horizontally and hit walls; beds with castors were found to be safer for the patients in them.

Most of the hospitals surveyed suffered from the interruption of electric power. While the available emergency electric generators (those not damaged by the earthquake) functioned efficiently, some of the water−cooled units were limited by a lack of water. Accordingly, the air−cooled units proved more effective.

In addition, water supplies were suspended for 2−3 weeks in several of the hospitals surveyed. Damage to rooftop water tanks and piping was especially widespread. In one case, water leaked from a rooftop tank into an elevator shaft, preventing use of the elevator. As a result, the nursing staff of this hospital had to carry water to the upper floors.

Where piped water was cut off, drinking water was supplied mainly from water wagons operated by local governments, voluntary groups and other hospitals. In one hospital where the temporary water was supplied from a fire hydrant, the water was first sterilized before use. Two−thirds of the hospitals surveyed experienced suspension of hot water supply due to the water shortage. In addition, the shortage of tap water along with the destruction of sewage piping limited use of lavatories, especially on upper floors. Three of the hospitals thus affected requested provision of prefabricated lavatory units from their local governments; these were received. Meanwhile, more than half of the hospitals surveyed suffered from suspension of the city gas supply for periods from a few weeks up to three months. Restoration of the city gas supply proved much more difficult

108 than restoration of electricity and water.

During the first few days following the earthquake, telephone communication was difficult, especially to local areas. Meanwhile, central heating systems failed to work for up to 40 days in some hospitals due to water shortage and damage to boilers and piping. Portable electric and oil heaters were substituted.

Damaged or broken elevators were found in most of the hospitals surveyed. Almost all of the elevators stopped just after the earthquake, as designed. Most of the undamaged units were restarted following inspection by maintenance crews, as required.

Most (unrestrained) desktop computer terminals meanwhile fell to the floor, although resulting system failures occurred less often than expected (Fig. 12). In addition, there was little damage to medical gas piping. Several respirators, meanwhile, were operated manually.

Heavy radiological equipment, however, such as CT, MRI and X−ray units, often moved 30−40 cm and even as far as 1 m. Such units typically required at least one week to be repositioned and recalibrated. In one hospital an angiography unit suspended from the ceiling fell to the floor.

Most of the hospitals surveyed stopped ordinary surgical operations for about one month. Likewise, many laboratories curtailed operations, reportedly due to damaged files, specimens, instruments and supplies, as well as the shortage of water. The lack of water also limited hemodialysis (which needs a great amount of water), autoclave operation, and the development of X−ray film.

Conclusion

Local government reports stated that medical services were limited primarily by the lack of water and telecommunications. In addition, the survey team interviews revealed that the facilities that escaped structural damage nonetheless could provide only limited medical services for inpatients and outpatients. This was due mainly to non−structural damage, such as to medical and building service equipment. In addition, urban lifelines were interrupted, including potable water, electric power, energy sources, and water and sewage systems.

These breakdowns confirmed the need for improved non−structural restraints in conjunction with structural provisions. In addition, it suggested the need for an emergency plan that can be implemented immediately following earthquake disasters. Admittedly, this approach represented a departure from the current approach, which emphasized improved structural resistance of buildings.

Likewise, it appeared worthwhile to reconsider the current recommendations, which are based on surveys of past disasters (10−12).

A basis for developing new recommendations has been initiated by the AIJ. Its members include architects, structural and mechanical engineers, general contractors and academic researchers. In response to the earthquake, AIJ representatives of these groups began to review each field of architectural and urban planning. In conjunction, a special research committee proposed to upgrade measures to prevent disasters in buildings and urban areas. This proposal assumes that the main problem is a lack of preparedness, from urban and regional perspectives as well as for individual users of buildings. The proposal focuses on five areas: urban planning to consider disaster scenarios; seismic−resistant measures for existing buildings not addressed by current regulations; planning for improved structural design policies; establishment of disaster information systems; and basic research to prevent and reduce the impact of earthquake−related disasters. The outstanding challenge, however, is to apply these to existing buildings that do not comply with the old regulations as well as to new constructions.

The Ministry of Health and Welfare budgeted an additional 25.46 billion yen for the fiscal year 1995 towards reconstruction of the earthquake−affected areas in Kobe. This was intended to provide for both safer and more comfortable living environments.

References

1. Shinozuka M. Summary of the earthquake. NCEER Bulletin, 1995, 9(1): Special supplement.

2. Japanese National IDNDR Committee. The Great Hanshin−Awaji Earthquake. Damages and response. Stop disasters, 1995,23.

109 3. Japan Institute of Health Care Architecture, Survey of physical facilities and management of health care facilities during and after the Great Hanshin−Awaji Earthquake. 1995:7 (preliminary report).

4. Japan Institute of Architects. JIA Special Committee on Urban Disasters, February 1995 preliminary report on Hyogo Nanbu (South) earthquake. 1995:34.

5. Takenaka−Komuten Ltd. Survey report on the Hanshin Daishinsai (Great Hanshin−Awaji Earthquake). No.1, January 1995:118.

6. Takenaka−Komuten Ltd. Survey Report on the Hanshin Daishinsai (Great Hanshin−Awaji Earthquake). No.2, February 1995:226.

7. Mitsui Home Co Ltd. Performance of 3568 (2 × 4) homes during the Great Hanshin−Awaji Earthquake. 1995:126.

8. Hyogo Prefecture Office/Environmental Health Division. Survey results of medical services during the Great Hanshin−Awaji Earthquake. 1995:87.

9. Nikkei Healthcare. Hospitals in the great earthquake. 1995:10−47.

10. Hashimoto S, Nagasawa Y et al. Report on seismic−resistant counter−measures in hospitals. National Institute of Hospital Administration, 1976:118.

11. Kakehi K et al. Seismic−resistance guidelines for medical equipment and medical piping. Tokyo, Japan Building Centre, 1980:65.

12. Matsumoto A, Nagasawa Y. A method to estimate sustainability of hospital and medical services in large urban areas impacted by earthquakes. Tokyo, National Institute of Hospital Administration, 1988:55.

Guidelines for disaster prevention manuals in hospitals

Working Group in the Ministry of Health and Welfare of Japan1

1Health Policy Bureau, Ministry of Health and Welfare, Tokyo, 2 October 1996 (also included in The Medical System for Emergencies in the 21st Century, Health Publications, Tokyo, 1996)

Implementation of disaster prevention in hospitals

In order to ensure effective disaster prevention activities in hospitals, it is desirable that a hospital disaster prevention manual should be prepared by the Committee for Disaster Management in each hospital, and that disaster prevention training be implemented based on the manual.

Committee for Disaster Management

It is required that a Committee for Disaster Management be established in each hospital with the hospital director as leader. The committee prepares a disaster prevention manual for the hospital to be ready to respond to real situations of disaster at any time. The committee should also function as a disaster management headquarters in the event that a disaster should occur.

Disaster prevention manuals should be reviewed and revised periodically by the committee.

Disaster prevention training

It is desirable to hold disaster prevention training once or more every year, as well as biannual training for fire including the cooperation with the local administration and local residents.

Locations and operation methods of communication equipment and disaster prevention facilities, as well as methods for transporting patients, should be well understood by the personnel.

110 Preparing disaster prevention manuals

Disaster prevention manuals based on simulations

Classification of disasters

• Simulations based on high frequency classification. • Natural disaster: earthquake, volcanic eruption, etc. • Man−made disaster: accident, explosion, etc.

Condition of hospitals (damage, etc.)

• When the hospital is damaged. • When the hospital has no damage. • When the hospital is crowded with patients.

Items to be included in disaster prevention manuals

Disaster management system

• Securement of lifelines. • Stockpile of medical supplies, food, etc. • Handling of hazardous items such as isotopes, etc. • Ensuring cooperation of other supporting hospitals. • Ensuring availability of places for patients to be transferred and transportation methods.

Emergency measures during disaster

• Establishment of internal communication and instruction system. • Ensuring availability of staff and establishment of communication network. • Collection of information (internal and external) and dissemination of information. • Prevention of secondary disaster in hospital caused by leakage of gas, hazardous items, etc.

Handling of inpatients

• Priority must be given to inpatients in every respect.

• Practical needs for serious cases, infusion, artificial respiration must be specifically recognized.

• Transfer of patients and transfer methods must be rehearsed.

Measures for accepting patients into hospital

• Establishment of triage/hospitalization system. • Assurance of sufficient manpower.

Items to be considered when the hospital sends a relief/party

• Confirm the functions in the disaster prevention plan in the community.

• Organization of relief party (place to assemble, ensure medical supplies, method of transportation).

• Necessity of self−supported assistance (medical equipment, medical supplies, medical tools, as well as preparation of sleeping bags, preserved food, drinking water, portable cooking stoves).

• Preparation of medical record format at medical relief station.

Other items to be noted in preparing the disaster prevention manual

111 • Prevent falling down of shelves on which drugs and medical equipment are stored.

• Reserve the nearest heliport for emergencies and ensure contacts for arrangements for helicopter.

• It is desirable to preserve manually−operated medical equipment in case of power failure.

• Operation of emergency power generator and distribution circuit must be checked.

Summary

C. Ugarte1, Y. Oka2, K. Shoaf3and Secretariat

1C. Ugarte is Director, Direccion Nacional Preparacion contra Desastres, Lima, Peru.

2Y. Oka is a Research Associate from the Department of Architecture, University of Tokyo, Tokyo, Japan.

3K. Shoaf is from the Department of Community Health Sciences, School of Public Health, University of California, Los Angeles, USA.

Dr J. Oviedo made a presentation on the Mexican strategy to face natural hazards. Dr Oviedo highlighted the vulnerability of Mexico to earthquakes and other types of disasters and the various steps his country took in planning for disaster management. He emphasized the fact that the Ministry of Health is now focusing on a vulnerability reduction programme in hospitals. The programme has three major components: issuing a manual of indicators of vulnerability, starting a training process and performing an assessment. It focuses on infrastructure, equipment and organization. In principle, hospitals must be safe places to survive disasters, and should have safe and reliable equipment and secure lifelines.

Preparedness, or stressing what to do in an emergency, is also important, and corresponding training at the community level, in hospitals and medical schools is planned. However, Dr Oviedo concluded that more efforts are needed to convince all partners of the value of the project and to build partnerships with them.

Another issue is where and when outside help should arrive. Using helicopter transport of the injured is also important and has to be organized. In general, such preparedness must be planned and practised in exercises ahead of time; when the disaster strikes it is too late.

Professor Y. Nagasawa made a poster presentation on earthquake damages to hospitals and clinics in Kobe, Japan. After the Great Hanshin−Awaji Earthquake on 17 January 1995, a comprehensive survey team was formed to assess damage to the health facilities affected by the earthquake in Kobe City. The team members represented six organizations: the National Institute of Health Services Management; the Japan Institute of Health Care Architecture; the Japanese Association of Hospital Engineering; the Japanese Society of Hospital Administration; the Architectural Institute of Japan; and the Japan Institute of Architects.

The team first made a preliminary survey of four hospitals, on 2 and 3 February 1995. This effort was in collaboration with the Environment/Health Division of Hyogo Prefecture and the temporary field office of the Ministry of Health and Welfare. Afterwards, a more in−depth interview survey format was developed, focusing on the physical and management situations in hospitals during and after the earthquake. This survey was later administered in 22 hospitals from April to June 1995.

Highlights of the findings, which were presented in detail, are as follows:

Local government reports stated that medical services were limited primarily by the lack of water and telecommunications. In addition, the survey team interviews revealed that the facilities that escaped structural damage nonetheless could provide only limited medical services for inpatients and outpatients. This was due mainly to non−structural damage, such as to medical and building service equipment. In addition, urban lifelines were interrupted, including potable water, electric power, energy sources, and water and sewage systems.

112 These breakdowns confirmed the need for improved non−structural restraints in conjunction with structural provisions. In addition, it suggested the need for an emergency plan that can be implemented immediately following earthquake disasters. Admittedly, this approach represents a departure from the former approach which emphasized improved structural resistance of buildings.

Likewise, it appeared worthwhile to reconsider the existing recommendations, which are based on surveys of past disasters, in the light of the new findings.

The Ministry of Health and Welfare of Japan issued guidelines for disaster prevention manuals in hospitals on 2 October 1996. This comprehensive information reflects the experience of the Great Hanshin−Awaji Earthquake in a modern urban area and includes such items as formation of a competent committee, proofing of lifelines, and safeguarding equipment and supplies.

The summary of the guidelines presented in the poster suggested that hospitals should have disaster preparedness manuals and should conduct regular disaster drills to prepare themselves for future events. The poster also suggested ideas for post−disaster interventions that may be useful for hospitals.

Emergency preparedness: organization and logistics

Disaster management experiences in Indonesia (earthquakes and other natural hazards)

B. Mulyadi1

1B. Mulyadi M.D. is Director for Private and Specialty Hospitals, Directorate General of Medical Care and Secretary of Crisis Centre, Ministry of Health, Jakarta, Republic of Indonesia.

Indonesia stretches over 5400 kilometres and is the largest archipelago in the world. It consists of nearly 17 000 islands and islets. The total population is more than 193 million and increases by 2% each year. Thanks to a nationwide family planning programme, the population is expected to level off by the year 2025 at about 250 million people. Around 55% of the population is concentrated on the islands of Java and Bali.

The potential impact of disaster in Indonesia, in terms of both human and economic losses, has risen in recent years and society in general has become more vulnerable to both natural and man−made disasters. Those usually most affected by disasters in developing countries are the poor and socially disadvantaged groups who are least equipped to cope.

Indonesia has been trying to strengthen national capacity for disaster prevention, mitigation, preparedness and relief. Those four areas are closely linked with the protection of the environment and sustainable development policies. It is therefore necessary that the health sector's disaster planning should be incorporated into the national plan and followed up at the community, district, provincial and national levels.

Disaster prevention, mitigation and preparedness are both more efficient and more effective than disaster response. Disaster response alone is not sufficient and has a very high cost. Community involvement and active participation are needed to support the health sector's contribution to disaster management, particularly in minimizing morbidity, mortality and disability among the victims.

Natural hazards in Indonesia

Indonesia has a long history of natural disasters, the most dramatic being earthquakes (Fig. 3.11) and volcanic eruptions. Indonesia has more volcanoes than any other country − 129 active ones − making up part of the Pacific ring of fire which includes some of the earth's most active and dangerous volcanoes.

113 Figure 3.11. Seismotectonic map of Indonesia

Mount Krakatau, for example, is most famous for its 1883 eruption which killed 35 000 people and caused a global weather change. Mount Tambora's eruption in 1816 killed more than 76 000 people. Mount Agung in Bali last erupted in 1963 killing 4500 people. Mount Merapi killed nearly 80 people in 1994. Other recent major disasters are shown in Table 3.7.

The percentage of earthquakes worldwide causing over 1000 fatalities has increased by 10% since the year 1910. The total death toll of 1.4 million lives is due, in part, to increased population density in seismic regions of the world. Indonesia is earthquake−prone because of its position at the junction of the earth's plates. Volcanic activity also provokes earthquakes in the area around the active volcano. Landslides occur when earthquakes strike mountainous areas or major ground displacement has taken place along a fault. Earthquakes and tsunamis, or tidal waves, are highly dangerous to those living in coastal areas.

The national health system

As in many other Asia−Pacific countries, the main objective of Indonesia's national health system is in line with the WHO strategy of "Health for All by the Year 2000". Since the 1970s the public health service in Indonesia has supported the development of a community−based health programme as the key approach to improving the effectiveness, efficiency and equity of health care. The primary health care approach in Indonesia addresses the problems of availability, accessibility and appropriateness of health services to a widely divergent population which is still only 30 % urban and 70% rural.

At the critical subdistrict level (Fig. 3.12), there are nearly 7000 health centres and more than 120 000 community health posts (out of a planned 200 000). These health posts will be the focus of an Indonesian primary health care delivery system.

The medical delivery system, of which the emergency medical services are just a part, is topped by four national referral hospitals located in Jakarta, Surabaya, Medan and Ujing Pandang. These are designated class A hospitals and provide for both specialist and subspecialist referral. The Class B hospitals located in the 27 provinces provide comprehensive specialist services. The Class C hospitals in the 258 districts provide the basic specialist services. In addition there are numerous Class D hospitals at the district level which provide less than the specialist level of services. The health centres and health subcentres are managed and promoted by general practitioners. This system, at which different levels have distinct yet supportive roles in disaster management, has proved to be the answer to the need for health care in a vast island nation such as Indonesia.

114 Figure 3.12. Organization of disaster management at district level, Indonesia

Through the experience of many disasters in Indonesia, the Ministry of Health has been better able to identify the gaps in health services nationwide. One of the positive consequences of a natural disaster is that it reveals the vulnerabilities of the public health system, especially at community level.

If the daily provision of health care is comprehensive and health care providers are well educated and trained, then at the time of a disaster they will be better able to cope and care for their communities. They will also be able to identify the gaps in resources required from other levels of the system.

The Indonesian health system recognizes four levels: the central level, provincial level, district level and subdistrict level.

The health care delivery system at the central level is managed by the Ministry of Health in Jakarta. One of the greatest challenges for the Ministry is to ensure an appropriate disaster management system which will utilize the emerging community−based health programme as the focus for disaster relief. By means of several presidential decrees, dating back to 1965, the decision was made to create at national level a National Coordinating Board for Disaster Management (BAKORNAS) (Fig. 3.13). This is chaired by the Coordinating Minister for People's Welfare. The Minister of Health is one of the board members. The Directorate General of Medical Care represents the Ministry of Health on the BAKORNAS working groups concerned with ambulances and communications.

115 Figure 3.13. Organogram of the National Coordinating Board for Disaster Management, Indonesia

The Directorate−General has appointed a Sub−Director of Emergency and Evacuation Service who is the focal point for emergency medical services, disaster preparedness, and the accident and injury prevention programmes.

BAKORNAS is responsible for coordinating disaster relief at the time of a disaster (Fig. 3.13). On a daily basis BAKORNAS handles comprehensive support to overall prevention, mitigation, preparedness, relief, rehabilitation and reconstruction.

BAKORNAS is increasingly responsible for research, surveys, surveillance, the development of guidelines and protocols, and for provisions for financial assistance to support the local government. The board is also concerned with education and training.

The national organization for front−line disaster management coordinates rescue, emergency response, rehabilitation and relief services. This disaster management coordination scheme is repeated at both provincial and district levels. There are 27 provinces in Indonesia, each with a provincial coordinating agency under the provincial governor. There are 258 districts or municipalities, again each with a district coordinating agency. At each level the coordinating agencies take care of rescue, emergency response, rehabilitation and relief.

116 An emergency phone number (118) can be used to seek emergency help. Every hospital in the country is linked to this system which needs central management to improve the response time.

Even though Indonesia has a domestic satellite communications system, public telecommunications ground facilities are prone to disruption in times of disaster. This makes over 140 000 amateur radio stations throughout Indonesia a strategic resource. Amateur radio and armed forces communications systems are vital links in the communications network, with contingency plans for back−up, during times of major disaster. One of the major additions to the national or central level capabilities is the recently developed Crisis Centre being established by the Ministry of Health. This centre, which coordinates all health−related issues at the strategic level, will utilize emerging technologies to communicate with the vital provincial and district medical assistance teams at the time of a disaster.

The basic requirements for successful disaster management

There are many definitions for disaster used by different centres. In this paper, disaster is defined as an event that causes many victims that need medical help immediately that cannot be provided by the existing health facilities in their routine mode of operation.

With regard to that definition, several important characteristics of disasters should be mentioned:

− there are many casualties and many of them are in serious and critical condition;

− all casualties occur in a relatively short period of time;

− they need emergency medical help immediately;

− the existing health facilities and routine plans of work are not adequate and additional help is needed.

In response to these characteristics, a basic requirement for a successful disaster management operation can be proposed. There must be an effective disaster management organization that is able to carry out the following functions:

− it must be capable of obtaining the earliest information about the occurrence of the disaster;

− it must be capable of mobilizing appropriate and adequate resources to cope effectively and efficiently with the disaster;

− it must be capable of coordinating the resources that are mobilized;

− it must be capable of mobilizing and coordinating the resources in the shortest possible time; it must have all the supporting facilities to carry out the above functions (i.e. communication, transportation, budget).

The organizational framework for disaster management

There are three basic organizational frameworks for managing disasters in Indonesia, namely:

− the referral system − the emergency medical service system − the disaster management organization.

The referral system

As described in the section on the national health system above, the referral system in Indonesia has several levels. These are: the community health centre and health subcentre, and the Class A, B and C hospitals. In addition there are many Class D hospitals.

The emergency medical service system

The Indonesian Ministry of Health requires each hospital in the country to have an emergency department. In each region of the referral system in Indonesia, these emergency departments work in cooperation with each

117 other. The cooperation involves all hospitals (government, private and armed forces hospitals) and is the basis for the emergency medical service system. When disaster strikes this basic referral framework becomes the emergency medical service and the Crisis Centre is activated to mobilize and to coordinate all resources needed for disaster management.

The disaster management organization

Indonesia's National Coordinating Board for Disaster Management involves, at provincial and district levels, all sectors that participate in disaster management. The participating components include hospitals, the Indonesian Red Cross, regional health officers, the armed forces, the police, the boy scouts, the civil defence organization, the Indonesian Amateur Radio Association and the Indonesia Search and Rescue Organization.

The Role of the National Coordinating Board for Disaster Management is:

− to develop basic policy for disaster management;

− to strengthen activities that are considered necessary for successful disaster management, such as standardization, registration and development of personnel, equipment of health facilities, and other logistics;

− training and education for medical, paramedical personnel and volunteers to strengthen efforts for disaster prevention, preparedness and mitigation.

The disaster management team and how it works

When disaster strikes the disaster management team comes into action. The team has several components: the field post, the front post, the command post and the severe emergency reception posts. The field post is the health centre in the affected area that coordinates the teams that give help at the site of disaster. The front post is the nearest hospital. If there is no hospital nearby, we construct a field hospital near the site of the disaster in cooperation with the military health service. The front post's role is to provide further help to the more seriously injured.

The command post is the central referral hospital. Its role is to coordinate the disaster management operation and at the same time it functions as the highest referral hospital to provide further help to the most severe victims.

The severe emergency reception posts are the hospitals that receive victims in a situation when the disaster is such that very many people are injured and need hospitalization.

The disaster management operation is activated in five phases:

− the alert phase − the initial phase − the planning phase − the operation phase − the post−operation/evaluation phase.

The communication system

The role of the communication system is as follows:

• During the alert and initial phases, the communication system is used to report, to give as complete a description as possible of the disaster, including the location, the estimated number of victims, and the likelihood of further disastrous events.

• At the planning phase the communication system is used to inform health units that will be involved at the operation stage.

• At the operation stage the communication system is used to coordinate the activities of the different components of the disaster management system.

118 • At the post−operation stage the communication system is used to make a final report that includes identification of the number of victims in different hospitals.

The communication system consists of normal telephone communication, radio communication, and communication by satellite link telephone and fax. There is a uniform emergency telephone access code throughout the country.

Four channels are used for radio communication: the open radio channel of the Indonesian Amateur Radio Association, the closed medical channel of the association, the police channel, and the Armed Forces channel.

Disaster management and intersectoral cooperation

There is intersectoral coordination in relation to four aspects of disaster management. So far as rescue is concerned, the members of the Amateur Radio Association, armed forces, civil defence, fire brigade, police and medical teams are in the front line. Medical emergency assistance involves health care, Red Cross and ambulance personnel. Rehabilitation involves the public works department, the armed forces, civil defence and others. And relief concerns the social work department, Red Cross, civil defence and others.

The Indonesian Red Cross, the Indonesian Radio Amateur Association, the civil defence, the hospital association, national search−and−rescue teams, the Indonesian armed forces and other organizations and sectors are all part of the disaster management programme.

Public health aspects of disaster management

According to our experience of disaster management in Indonesia, there is a direct correlation between health problems and the type of disaster. Some hazards have a more direct impact on human life and human health than others. These require immediate action and medical response.

One potential indirect effect of a disaster can be an increase in transmission of communicable diseases. When people's homes are destroyed they are forced to seek shelter elsewhere. Overcrowding, lack of water, shortage of food and lack of sanitation facilities will cause increased exposure to disease and will lead to disease outbreaks. The overall public health effects of disasters can be summarized as follows:

− deaths and removal of corpses; − severe injuries which need immediate and extensive medical attention; − mild injuries which do not need special action; − outbreaks of communicable diseases; − psychosocial effects on the affected population; − famine; − movement of population.

The progress of disaster mitigation and its effects should be monitored by epidemiologic surveillance in order to prevent secondary disasters (such as outbreaks of infectious diseases). Until now the collection and evaluation of disaster data have been inadequate for the needs of those engaged in evaluating disaster preparedness and management. Improved evaluation and interdisciplinary collaboration is important in refining disaster preparedness and management in Indonesia.

International cooperation

As yet there are no standard procedures for international assistance, i.e. for requesting other countries to send disaster management teams or to transfer technology to the affected area in Indonesia.

Table 3.7. Summary of recent disasters in Indonesia

Disaster Location Date Number Number Volcanic eruption Mt Kelud, Java 1919 5000 Volcanic eruption Mt. Agung, Ball 1963 1584 78 000 Drought famine Lombok 1966 80 000 212 000 Flood Central Java 1967 160

119 Earthquake Cileves Madjene 1969 664 Drought Central Java 1972 350 000 Earthquake Irian Jaya 1976 420 35 000 Earthquake Bali 1976 573 450 000 Earthquake Nusa Tenggara 1977 185 Cholera epidemic East Java 1977 80 Volcanic eruption Mt Sinila. Java 1979 175 17 000 Flood landslide Flores Island 1979 128 20 000 Earthquake Lombok Island 1979 34 Flood West Java 1979 4500 Tsunami Lombok Island 1979 175 Earthquake West Java 1979 26 4300 Earthquake Ball & Lombok 1979 32 Landslide West Java 1980 100 Fire/floods/landslide Mt Semeru 1981 500 Fire Palembang 1981 36 000 Flood Yogyakarta 1982 6000 Floods Jakarta 1982 9 200 000 Landslide N Sumatra 1982 50 Volcanic eruption Mt. Galunggung 1982 16 100 000 Earthquake Sukabumi, Java 1982 15 000 Flood S. Kalimantan 1982 25 200 Tampomas passenger ship Java Sea 1981 800 1200 Train collision Bintaro Jakarta 1987 158 750 Earthquake Liwa Lampung 1993 266 5643 Mt. Merapi eruption Central Java 1994 80 194 Earthquake Kerinci, Jambi 1995 76 1520 Earthquake Biak, Irian Jaya 1996 132 5400 However, there is a policy that allows request of international assistance, particularly regarding technology transfer for the management of disasters (Table 3.8). Indonesia has taken the initiative to develop an international cooperation network. In this regard, Indonesia hosted the Third Asia Pacific Conference on Emergency and Disaster Medicine which was held in Bali in October 1996.

Table 3.8 Participation of nongovernmental organizations and foreign assistance in disaster countermeasures

The national guidelines for disaster management stipulate the participation of nongovernmental or semi−governmental organizations.

The participation of the Indonesian Red Cross and also the International Committee of the Red Cross have been appreciated in the countermeasures taken in response to several major calamities in Indonesia.

Similarly there has been appreciation of the work of the nongovernmental organizations that took action to help people in the earthquake−stricken area of Flores.

Foreign assistance, bilateral or multilateral, was welcomed. However, no special request was issued by the government (The Flores earthquake was, however, declared a national disaster by the head of the state).

Under the auspices of ASEAN, a list is now being prepared of nongovernmental organizations in various fields of activities. This is intended to facilitate cooperation and increase effectiveness in disaster management. Summary

Indonesia's disaster management structure is based on the referral system in the national health system. Disaster management starts with the affected community, and then involves the community health centre, the

120 class C hospital, class B hospitals and class A hospitals.

The Ministry of Health of Indonesia has developed a crisis centre which is the centre of command, control and coordination during the emergency phase of a disaster. The crisis centre can dispatch a disaster management assistance team from two top referral hospitals in Jakarta and Surabaya to cope with disasters.

Strengthening the routine daily emergency medical services so that they can expand to play a role in disaster management is considered both effective and efficient. This is being developed throughout the country.

Earthquakes in Latin America: the role of cities in disaster management

J.L. Poncelet1

1J.L. Poncelet M.D., M.P.H., is Head of the Pan American Health Organization's Disaster Management Program for South America.

Latin American countries, and especially large cities, have been badly hit by disasters such as earthquakes. There are some indications that we are moving towards a more integrated approach to disaster management. In the past, disaster management has been seen from a national or central government responsibility and has frequently failed to respond to the needs of large cities. Cities need to be more directly and strongly involved in disaster management themselves. There are 24 cities in Latin America with more than 1 million inhabitants and eight with more than 8 million. These numbers are growing every year and it is expected that, by the next century, more than 66% of Latin America's population will live in urban areas.

It has been estimated by the Office of Foreign Development Assistance (OFDA) that in the past 25 years more than 3 million people have been affected by natural disasters and that billions of dollars have been lost. Table 3.9 identifies the principal disasters in Latin America between 1970 and 1992.

Table 3.9. Disasters in Latin America from 1970 to 1992

Year Country No. of deaths reported Estimated No. of affected people 1970 Peru 67 000 3 139 000 1972 Nicaragua 10 000 400 000 1976 Guatemala 23 000 1 200 000 1982 Mexico 1 770 60 000 1985 Chile 180 1 000 000 1985 Mexico 10 000 60 000 1985 Colombia (volcano) 23 000 200 000 1986 El Salvador 1 100 500 000 1987 Ecuador 300 150 000 1990 Peru 21 130 000 1991 Costa Rica 51 19 700 1992 Nicaragua (tsunami) 116 13 500 In all major earthquakes, big cities suffer the greatest damage. Cities are not always equipped with appropriate disaster management systems. To better understand disaster management in cities, it is important to review briefly the history of disaster management in Latin America.

Three disaster management periods can be identified in Latin America (7). The first one began after the Second World War and ended with the 1970 earthquake in Peru. The second one was between 1970 and the 1985 earthquake in Mexico City. The third one dates from the Mexico earthquake to the present.

Before the 1970s, the classic approach in Latin America was to respond to disaster. The key players were the armed forces and also the civil defence system which was created during that period in most of the countries. This was the period of disaster response.

The second period − between 1970 and 1984 − has been characterized by the creation of disaster preparedness programmes at national and regional (i.e. Latin American) level. In recognition that something

121 had to be done to improve disaster response at the national level, the civil defence organizations were strengthened and disaster preparedness coordinators were designated in all the ministries of health. The national Red Cross Societies also began disaster preparedness programmes in most of the countries. Emergency drills and other disaster management activities started to become familiar to a larger sector of society.

At regional level, the International Federation of Red Cross and Red Crescent Societies created a disaster management department. At the request of its general assembly, the Pan American Health Organization (PAHO), created a disaster management programme in 1976 with main financial support from Canada, later from Japan and the United Kingdom; Belgium, France, Germany and the Netherlands now also participate significantly. This was the period of disaster preparedness.

The third period − from 1985 to the present − was influenced by the Mexico earthquake and the Nevado del Ruiz volcanic eruption. The disaster preparedness officers realized after those major events that preparing a country was not enough. Some measures had to be taken to reduce the vulnerability of society.

The health sector, which had been one of the best prepared for disaster, was terribly affected by the collapse of the Juarez Hospital in Mexico City, killing not only 295 patients but also the 266 health and administrative staff (2). In addition, the hospital could not be used to treat the injured. It was clear that regardless of the preparedness level of a hospital, its collapse would impede the provision of medical aid. The idea of disaster mitigation began to take shape.

The International Decade for Natural Disaster Reduction and particularly the 1994 IDNDR conference in Yokohama supported the idea of disaster mitigation. It was realized that reducing the impact of a disaster through mitigation and prevention would resolve most disaster−related problems. This was the disaster mitigation and prevention period.

Each of the above three periods emphasized certain aspects of disaster management. The 1995 Great Hanshin−Awaji Earthquake gave Latin America the initial impression that disaster mitigation was useless. How could a developing country pretend to reduce its vulnerability if Japan failed to do so? A couple of months later it appeared that the Great Hanshin−Awaji Earthquake did not represent the failure of disaster mitigation in general but rather the failure of some aspects of it. Other components of disaster response worked well but were not emphasized by the international press. For example, the existence of a building code did not imply − even for one of the richest societies − that all existing buildings would be reinforced immediately. Therefore it had to be expected that buildings which remained vulnerable would collapse.

Another example was the absence of a full−time person in charge of coordinating sectoral preparedness in the municipality of Kobe before the earthquake1. The Great Hanshin−Awaji Earthquake vigorously demonstrated that disaster mitigation could become meaningless if it was not part of a comprehensive disaster management programme. It also highlighted the importance of appropriate involvement of the city authorities.

1Personal conversation with city officials after the 1995 Kobe earthquake.

The disaster management community in Latin America felt that it was an opportune time to evaluate more precisely the status of their efforts, as was done recently for the Andean region (Table 3.10). They also started thinking of ways to improve not only each classic aspect of disaster management (such as disaster response, preparedness and mitigation) but also disaster management per se by ensuring stronger coordination among all disaster management areas.

One solution is to identify disaster managers: people who have the confidence of the top political level, who have been trained and who have some disaster experience. In addition, a disaster manager should be able to understand and coordinate the work of various disaster specialists and other experts. Coordination of these experts is essential in order for disaster management to have a greater impact. There should be disaster managers at both national and local levels.

Colombia, Costa Rica and Mexico have created or modified their institutions during the last 10 years in order to establish a body with an overall perspective of disaster management in society. These institutions cover a much wider spectrum of concerns than the classic civil defence mandate which concentrated primarily on an efficient response. These extremely positive initiatives encourage the integration of different sectors of society. However, these national disaster coordination units are not able to respond to all problems. One of the major prerequisites for their efficiency is the existence of a good disaster management network in large

122 cities and elsewhere in the country, and another is the political will in the ministries and in local government.

Following an earthquake in a remote area of Colombia in 1994, it took some time to organize the response. A similar problem was observed in the Great Hanshin−Awaji Earthquake where the authorization of central government was required to mobilize important resources.

That issue is not specific to disaster. Most Latin American governments feel that some kind of decentralization must take place in order to offer a more flexible and more rapid response to local problems. Several moves are taking place along these lines. The top priority of the Andean Ministers of Health is the reform of the health sector which is driven by the decentralization process. A meeting of health secretaries of Latin American municipalities is foreseen for June 1997. In March, representatives of municipalities of Central America met in Panama to analyse the role of mayors in disaster management.

A number of national disaster management entities are looking at strengthening their units in large cities as well as at the provincial level, not only in the area of response but also in disaster mitigation. Peru's civil defence organization is providing access to Internet to their provincial offices. In Argentina and Brazil, the provinces are the first responders to disaster and the central level intervenes only on request.

Table 3.10. Status of disaster management in the Andean region, December 1996

Bolivia Chile Columbia Ecuador Peru Venezuela Institutional Capacity Programme Name [2] [4] [5] [6] [8] [10] Full−time staff 1 7 4 5 8 5 Budget in US$ 00 NR 1 300 000 65 583 26 000 NR Position Director Minister Ministry Director Minister Cabinet Minister General Cabinet Direction General Cabinet Preparations Last sectoral plan update 1996 1989 1996 1996 1996 NR Last provincial plan NR 1996 1996 1996 1996 NR update % of hospitals with NR 26% in 46% 26% 50% Yes 18% disaster plan updated 1996 % of hospitals with drill 3% 80% 20% 14% 100% Yes 9% % of hospitals with 0% NR 20% 0% 10% Yes NR prehospital drill Mitigation Vulnerability analysis, No No 14/26 4 16 12 15 of hospitals 1 in progress No of refurbished No 1/26 3 0 1 2/11 hospitals Disaster building code NR Si Yes, 1984 In progress Yes Yes Update 1996 Inclusion of mitigation in Yes NR Yes Yes Yes NR Ministry of Health work plan Training Faculty with 9 University No 3 postgraduate Medicine Medicine Nursing NR postgraduate training Engineering University training >40 NR Yes NR Yes NR Yes 10 Yes 5 University Yes NR hours No of civil servants 80 Yes NR 800 Yes 25 Yes 600 Yes NR trained

Source: Information provided by Ministry of Health representatives at the VIII Health Disaster Coordinators Meeting, México, 1996.

123 [2] Política Nacional de Salud para Atención en Casos de Desastre, Bolivia [4] Departamento de Asuntos de Emergencia y Catástrofes, Chile [5] SubDirección de Urgencias, Emergencias y Desastres, Colombia [6] Dirección de Planeamiento de la Seguridad para el Desarrollo, Ecuador [8] Dirección Nacional de Preparación contra Desastres, Perú [10] Oficina de Defensa Civil, Ministerio de Sanidad y Asistencia Social, Venezuela. NR: Not Reported

Large cities have specific problems. Buenos Aires in Argentina and Sao Paolo in Brazil, which have more than 12 million inhabitants each, are affected by major flooding which is the result of lack of planning as the cities have grown. The sewerage systems cannot cope with the quantity of water draining from roofs and roads. Disaster response time has increased in a number of cities such as Rio de Janeiro or Santiago de Chile due to traffic problems. New emergency response systems are being developed in those cities to reach the injured more quickly by better distributing disaster response resources throughout the cities and by improving the standard of disaster response personnel.

Water distribution systems are an increasing problem in cities in Latin America. For several months, a large sector of Santiago de Chile has suffered water shortages. More and more water sources are further from large cities and therefore more vulnerable to disasters. After the 1985 Mexico City earthquake more than 2 million persons were without water.

Hospitals are becoming more vulnerable due to the lack of maintenance. Most hospitals were built before the recent efforts to review building codes in the light of existing hazards. The 1996 International Conference on Hospital Vulnerability Reduction was an opportunity to demonstrate the cost−effectiveness of disaster mitigation and to obtain the commitment of national authorities.

Latin America is strengthening its economy through industrialization. Most of this takes place in large cities due to the availability of manpower there. Cities are becoming surrounded and overcrowded by industrial parks. Access is difficult and the risk of accidents (whether linked to earthquakes or not) is increasing daily as legislation is often inadequate to deal with the situation. This may be a new challenge for large Latin American cities in the next century.

Lifelines are another critical issue. For several years the towns of Quito and Guayaquil, Ecuador have suffered power shortages. Around 60% of the power generated in Ecuador comes from one hydroelectric plant. In 1993 a large−scale landslide blocked the river upstream from the dam and seriously reduced its capacity by filling it with large quantities of debris and soil.

Big cities need specific solutions which must be identified with their own resources. Central government can ensure coordination in the area of norms, laws and general procedures but the cities themselves are closer to the reality and must improve their disaster management capability. In La Paz, Bolivia; Cali, Colombia and Quito, Ecuador; and in a number of other towns, the mayors decided to nominate a full−time person in charge of disaster management. In Caracas, Venezuela, the mayor provided funds to reduce the vulnerability of poor areas of the city which are extremely vulnerable to landslides. In Valencia, the mayor set up an emergency response unit that included firemen, physicians and police. That unit attends to daily emergencies but also includes civil defence and other entities which are more specifically concerned with disaster response.

In the area of urban planning some isolated decisions have been taken to reduce vulnerability in cities. Managua, Nicaragua was completely reorganized after the 1972 earthquake in order to reduce the number of high−rise buildings and facilitate road access. Lima, Peru drew−up microzonification maps. Guayaquil, Ecuador, created a committee to look at a building code which will be adapted to the city.

In some case the mayor does not always have the authority or the funds to respond to a disaster. He or she may have to go to the central government to obtain an emergency budget. Caracas and Quito are now in the process of voting on a municipal law which will create a disaster management body and an emergency fund which could be used with flexibility in case of disaster.

Conclusion

Latin America has probably made the most progress in disaster management among the developing countries. However, no system is perfect. Much has been accomplished in building a comprehensive approach to disaster management, but this approach has tended to focus on national concerns rather than on those of the local authorities in spite of the fact that they are the ones closest to the impact of disaster.

124 Large cities in Latin America are vulnerable to many hazards and are exposed to a high degree of risk. This risk has increased over the years due to the explosive growth of the cities.

Disasters in large cities, such as the earthquake in Mexico City in 1995, have influenced disaster management in the region. The Great Hanshin−Awaji Earthquake also reminded Latin America of the need for comprehensive disaster management and for some level of responsibility to be given to the main cities.

The largest number of victims and the greatest losses after earthquakes are concentrated in the large cities. The mayor of a large city should be seen as having overall responsibility for disaster management for his city; he may assume this function himself or delegate it to a preassigned, capable person, like the local fire chief. National and international institutions should therefore strongly support a more direct participation of local authorities in disaster management.

References

1. A world safe from natural disasters. Washington, DC, Pan American Health Organization, 1994.

2. Cronicas de Desastres. Washington, DC, Pan American Health Organization, 1985.

Essential elements for community and hospital earthquake preparedness: summary of earthquake studies

E.A. Pretto1

1E.A. Pretto M.D., M.P.H, is Principal Investigator, Disaster Reanimatology Study Group and Associate Director, Safar Center for Resuscitation Research, University of Pittsburgh School of Medicine, Pittsburgh, USA.

Conceptual Framework

Health disasters can be defined as mass casualty events that overwhelm or destroy local emergency health care delivery systems. Until recently, "medical" response in disaster was limited to public health support of uninjured survivors. Disaster medicine research was the domain solely of epidemiology and sociology. Earthquake research involved mostly preventive and structural engineering. Early observations of death in earthquakes suggested there might be a population of victims who survive the initial impact but who die hours or days later from life−threatening injuries and delay in emergency medical care. We theorized that a significant proportion of these deaths could be prevented with more rapid and better organized resuscitation efforts starting with uninjured co−victims giving the first assistance.

Armenia

The Pittsburgh Group initiated the first interdisciplinary evaluation study of a catastrophe earthquake (1−3). A major lesson from this experience was that evaluation of the medical response in a disaster is indeed feasible although complex.

Costa Rica

In this study, a research team conducted a survey of lay survivors and health care professionals who responded on 22 April 1991 (4,5). Fifty−four deaths occurred prior to hospitalization (crude death rate = 0.4/1000 pop.). Seventeen per cent of these deaths (9/54) were in casualties who survived the initial impact but died at the scene or while being transported. Twenty−two per cent (2/9) of deaths were judged preventable if earlier emergency medical care had been available. Autopsies performed on victims revealed crush injury as the cause of death. The rapid institution of life−supporting first aid and pre−hospital emergency medical care would have had significant life−saving potential but was not initiated in a timely manner.

Turkey

In this study, we described mortality and its relationship to building collapse patterns and initial medical response following the earthquake of 12 March 1992 (6). Among 54 witnessed deaths, 55% (n = 28) of the victims had died slowly, most of whom (n = 26) were pinned or trapped. Medical aid and search−and−rescue

125 arrived after most deaths had occurred. Life−saving first aid and rescue training increased the success of rescue efforts and could have improved survival. A large proportion of the victims died at the scene of injury.

Japan

The health consequences of tsunamis have not been fully investigated. We conducted a survey among survivors of the 12 July 1993 earthquake−tsunami that affected Okushiri Island (7). The survey yielded data on a total of 136 people. Among these, 17 were near−drowning survivors and 11 died from drowning. Age, female sex and prior earthquake−related injury (but not geographic location) were important risk factors for death. Rescue efforts were hampered by tsunamis which struck coastal villages minutes after the earthquake, causing landslides that blocked roads. A surprisingly large number of victims survived near−drowning. Factors that hampered people's ability to rapidly evacuate low−lying coastal areas hit by the tsunami greatly reduced chances of survival.

Summary

Our data suggest that for emergency medical response to be effective (life−saving), it must rely heavily on professionals and non−professionals in the local community. Therefore, a significant percentage of a population at risk must be educated and trained to respond. Likewise, health care providers at risk should also be trained in health disaster management. This assumption is based on the fact that there will not be enough professional rescuers available to respond appropriately to prevent unnecessary deaths.

Conclusion

We strongly encourage the teaching of life−saving first aid to all people, starting in kindergarten and continuing into adulthood as part of the training and licensing process for drivers. Because these skills have relevance for everyday emergencies, and since earthquakes occur infrequently, training must focus on the everyday emergency response of bystanders. Currently, populations at risk are vulnerable due to lack of preparedness. Gaining support for preparedness or mitigation programmes is difficult due to the infrequent nature of disasters, the lack of resources or awareness of risk, and apathy. To overcome these obstacles, health ministries, international health organizations and development agencies must coordinate efforts to establish a consensus and implement a global strategy of earthquake preparedness, mitigation and response.

References

1. Klain M, Ricci E, Safar P, Semenov V, Pretto E, et al. Prehospital and disaster medicine, 1989,4:135−152.

2. Ricci E, Pretto E, Safar P. Prehospital and disaster medicine 1991, 6(2): 159−166.

3. Pretto E, Ricci E, Safar P, et al. Prehospital and disaster medicine, 1992, 7(4):327−338.

4. Pretto E, Angus D, Abrams J, et al. Prehospital and disaster medicine, 1994, 9:96−106.

5. Bissell RRA, Pretto EA, Angus DC, et al. Prehospital and disaster medicine, 1994, 9:107−117.

6. Angus DC, Pretto E, Abrams J, et al. Epidemiologic assessment of earthquake mortality, building collapse pattern, and medical response after the 13 March 1992 earthquake in Erzincan, Turkey. Prehospital and Disaster Med, in press, July−September, 1997.

7. Pretto E, Kai T. Watoh Y, et al. (unpublished data).

The system of emergency medical care in disasters and catastrophes in Armenia

A.M. Minasyan1

1A.M. Minasyan Ph.D. is Chairman of the Emergency Medical Scientific Centre and Chief of the Emergency School, National Institute of Health, Yerevan, Republic of Armenia.

Scientifically based and efficient organization of emergency medical care is considered to be a decisive factor in saving the lives of victims in disasters and catastrophes. During the first hour after a disaster occurs, the

126 three phases of disaster medicine management must be organized. Because it is difficult to estimate the number of victims and casualties, a situational evaluation should be included in the first phase. On the basis of this, the second and third phases of disaster management can be made more effective. I define the three phases as follows:

1. Organizational−methodological phase: At this stage all disaster medicine activities in the wake of the disaster are planned and organized.

2. Regional phase: This phase is most important to mitigate disasters which can strike anywhere. It concerns the local process of eliminating the consequences of disaster and is supported by provisions from the first phase.

3. Primary phase: This is the phase during which individuals and organizations perform specific, urgent functions in extreme situations at the site of the disaster.

The first two phases of disaster medicine management are implemented by the Disaster Committee of the Ministry of Health of Armenia.

Since the elimination of the consequences of disaster is a complex business, calling for special skills and equipment and highly specialized rescue teams, disaster medicine is understandably a national concern. In all the republics of the former Soviet Union, the provision of emergency medical care following disasters was the responsibility of the medical branch of the civil defence organization. In practice, this was not very successful, as became clear after the accident at the Chernobyl nuclear power station in 1986 and after the Spitak earthquake in Armenia in 1988. Shortly after these events, special committees for dealing with extreme situations were set up.

With a view to developing an efficient structure for disaster medicine modeled on local disaster needs, a study of data on the Spitak earthquake was carried out. This study has resulted in disaster medicine in Armenia having the following four main directions:

− provision of qualified medical care, with provision of specialized care as close as possible to the disaster zone;

− coordination of the work of emergency medical teams with damage repair and rescue services;

− use of specialized ground and air transport to evacuate casualties to hospitals with different services;

− identification of medical institutions that are in a position of deliver specialized medical care, and of those institutions that can be turned into specialized hospitals in the shortest time.

Currently, the structure of the disaster medicine service in Armenia has three levels: federal government, the Disaster Committee of the Ministry of Health, and the emergency services. The activities of disaster medicine include specific response to the above four items which were studied. One such example is the plan for moving ambulance staff from Yerevan and from nearby regions to the site of a disaster, together with quick−response medical teams.

Our investigations of the health care resources and skills available in Yerevan and other parts of the republic, our review of numerous studies on the medical consequences of disaster (including the Spitak earthquake in 1988), and an assessment of the risk factors characteristic of Armenia, all led us to the conclusion that almost all catastrophes and natural disasters in Armenia will be accompanied by numerous casualties. In this connection, our suggestions for central disaster medical services are near to the maximum of what can meaningfully be dispatched to a local geographically limited situation.

As the result of our studies, we recommended the following measures to the Ministry's Disaster Committee:

− to consider the suggested structure and conceptual approaches of disaster medicine and obtain concurrence, where necessary, from the Government of the Republic of Armenia;

− to integrate emergency medical services with rescue service and civil defence services using the Emergency Medical Scientific Centre and ambulance stations in Yerevan and

127 throughout the republic as the basis;

− to carry out special emergency health care training courses with rescue teams, police and the military;

− to teach ambulance station staff the main rescue skills;

− to establish a technical information centre on disaster medicine at the Emergency Medical Centre.

− to improve the standard of equipment and to further expand the leading surgical institutions of Armenia as specialized centres for medical response in times of disaster;

− to create an untouchable reserve of equipment, medical instrumentation and apparatus at the headquarters of the Disaster Committee of the Ministry of Health and in 6−8 areas of Armenia with a view to providing qualified and specialized care on the spot;

− to organize medical stations in airports of the republic to identify different classifications of injury;

− to look at ways of improving the effectiveness of transportation of casualties and their qualified medical care, and to recommend that the appropriate state bodies provide air and rail transport that can be quickly converted for medical purposes;

− to carry out advanced training of physicians, at the leading specialized centres of the republic, in pre−hospital emergency care and trauma emergency care;

− to further develop scientific research links with leading medical centres of other countries which are involved in studying the problems of medical care in disasters and catastrophes, and to organize immediate practical contacts between the specialized centre of disaster medicine in Yerevan and the major surgical centres of other countries in the Commonwealth of Independent States.

Maintenance of medical readiness in reaction to earthquakes in the far−eastern region of Russia

A.V. Kravetz1and V.A. Astakhov2

1A.V. Kravetz is Director, Far−Eastern Regional Urgent Medical Care Centre, Khabarovsk, Russian Federation.

2V.A. Astakhov is Deputy Director, Far−Eastern Regional Urgent Medical Care Centre, Khabarovsk, Russian Federation.

The far−eastern region of Russia stretches from the Arctic Ocean to the warm waters of the Japanese Sea and from polar tundra to subtropical areas. The eastern coast of this region is washed by the Pacific Ocean. The western shores of the Pacific are part of one of the most potentially dangerous areas for disastrous earthquakes (Fig. 3.14). One−tenth of the whole area can be considered as seismic. Kamchatka, Sakhalin Island and the Kuril Islands have the most frequent earthquakes that may reach IX to XI in intensity on the MSK−64 scale.

128 Figure 3.14. The Pacific ring of dangerous earthquakes

The main danger to people during an earthquake is the collapse of buildings. In view of the type of housing in the far−eastern region of Russia, the most complex medical consequences are to be expected in Kamchatka, in the coastal part of Magadan, on Sakhalin and on the large Kuril islands of Iturup, Shicotane and Kunashir. The Kuril earthquake in October 1994 and the earthquake in Neftegorsk on Sakhalin in May 1995 confirmed that earthquakes in the Russian far east can be quite localized, affecting a quite limited area severely.

Long distances, low population density and the absence of stable communications can increase the isolation of an area hit by an earthquake. All these factors contribute to lowering the chances of survival among the injured and trapped. Comparing deaths and injuries in various earthquakes (Fig. 3.15), it is possible to see a directly proportional increase of deaths and decrease of survivors according to types of buildings and time of day of the shock. So, while during the 1988 earthquake in Armenia the numbers of deaths and injuries were about the same, the proportion was five dead to one injured in Neftegorsk in 1995.

129 Figure 3.15. Deaths and injuries in six earthquakes (as % of overall damage)

Some of the possible medical consequences of earthquakes are shown in Fig. 3.16. These include:

− Public health services are likely to be disrupted, according to experts, whereby up to 60% of the population may be affected.

− Basic public health needs such as clean water and sanitation are likely to be disrupted, affecting even the non−injured.

− The health damage assumptions shown in the Fig. 3.16 are specific to Russia's far−eastern region, and will be used for forecasting there.

− The number of people affected is rather small because of the low population density (from 10−1000 up to 10−15 000).

− Three−quarters of those injured during the earthquake will have multiple injuries.

− About half of the injured will have an average−to−heavy degree of injury, and 40% will have severe complications such as shock and crush syndrome.

130 Figure 3.16. Medical consequences of earthquakes in the Russian far east

The destruction of air fields, road and rail links means that independent supplies of food need to be available directly in the earthquake zones. There is also a need for temporary shelters and basic services (water, sanitation). The far−east region has a poor drinking−water and sewage disposal system. The rather high probability of destruction of public health facilities means that mobile hospitals are needed close to the site of the earthquake to offer treatment of shock and injuries, and that medical evacuation to other facilities has to be organized.

Experience following the earthquake on Sakhalin Island in 1995, some of which is described in Table 3.11, and also damage forecasting exercises show that the extent of damage, the area of damage, and also the number and degree of injuries depend on the intensity of the earthquake, the time of day, the type of buildings, and where people were when the earthquake occurred. Thus if people are at home at night, losses may be double those of daytime at the same intensity of IX on the MSK−64 scale. In these conditions the routine public health services can provide neither timely medical help (quality) nor mass treatment (quantity).

Since Russia is so large and lines of communication so long and vulnerable, and since it is absolutely impossible to predict where or when a disaster will occur, a network of centres for disaster prevention and mitigation of extreme situations has been set up. One of the nine centres in this network system is the All−Russian Disaster Medical Service in Moscow (see part 2), and another one, the Far−Eastern Regional Centre in Khabarovsk.

The far−eastern region's system of disaster prevention is based on disaster medical centres in different areas, on medical establishments and special medical teams. The system involves the ministries of public health services, defence, communication, transport, as well as other ministries of the Russian Federation. In case of an earthquake in the region, the Far−Eastern Regional Centre of Disaster Medicine, created in 1990, takes control.

Table 3.11 Medical measures following earthquake in Neftegorsk (May−June 1995)

Medical measures Number % of number hospitalized Number of persons given medical help 510 Number evacuated and hospitalized 362 100 Number of operations 573 Haemodialysis sessions 567 Number who died in hospitals: 40 11.0 of these, children 5 1.4

131 Number discharged from hospital: 322 88.0 of these, children 107 29.6 Number cured completely (able to return to work) 263 72.6 Number physically disabled 59 16.3 Number of prostheses made 87 Total of hospital bed−days 9213 Average cost of one bed−day US$ 133 Decisions about health care in disasters are based on the following guiding principles:

• The basis of all organization of medical assistance during and after earthquakes is the Service of Disaster Medicine of the Russian Federation.

• As far as it is able, the Far−Eastern Regional Centre of Disaster Medicine renders first aid and medical assistance in times of disaster.

• For providing urgent and specialized medical help it is necessary to use independent mobile hospitals that can be transported by air.

• There is obligatory sharing and common management by the different centres of medical evacuation and of preparations for more field hospitals, such as grading.

• Advance preparation is made at established bases in Blagoveshchensk, Khabarovsk, Vladivostok. These also store medical equipment and carry out disaster evacuation training.

The territories around the Pacific are united by a common ocean and by one misfortune − the large probability of catastrophic earthquakes. It is impossible to assume that response to the consequences of large earthquakes can be accomplished only by national emergency medical services. We have therefore welcomed the opening in 1996 of the WHO Centre for Health Development in Kobe within the framework of the programmes of the World Health Organization. Expressing gratitude to the organizational committee of the symposium and personally to its Chairman, Dr Andrzej Wojtczak, we found it appropriate to put forward a proposal to create, under the leadership of the WHO Centre in Kobe, information−scientific activities to trace and coordinate the work of national services of disaster medicine in the region.

Health services following high−magnitude earthquakes in Japan: a model using existing and temporary back−up hospitals

Y. Nagasawa1

1Y. Nagasawa, Dr. Engr., Dipl. HFP, JIA, is from the Department of Architecture, Graduate School of Engineering, University of Tokyo, Tokyo, Japan.

Japan is widely known for its vulnerability to seismic damage. Its densely−populated urban areas and fragile infrastructure increase this potential. The situation is especially critical regarding the provision of 24−hour health care services following a high−magnitude earthquake.

Preparedness for improved health care following high−magnitude earthquakes has been in process in Japan for years. Proposals for improved services have been reported following several major earthquakes in Japan, including those at Niigata, 1964 (1), Tokachi−Oki, 1968 (2), Miyagi, 1978 (3), and Nihon−kai, 1993. Despite the lessons reported from these earthquakes (4), basic shortcomings were nevertheless obvious following the Kobe earthquake of January 1995.

In Kobe the response time was unacceptably long and basic services were unavailable. Water, electricity and emergency transportation were often lacking. Although blame for this situation was widespread, it produced no clear solutions.

In response a simplified model is proposed to address a worst−case earthquake in Japan. It represents a clean break from previous strategies that focused on improved structural and nonstructural hardware. This model assumes that no hospital is immune to damage from a high−magnitude earthquake. Accordingly, the focus is on architectural and transportation decisions made during the first 72 hours following the earthquake;

132 special emphasis is given to decisions made during the first 12 hours.

Proposed Model

The proposed model is based on the available resources of three similarly−equipped state−of−the−art hospitals, each twinned with a pre−identified temporary back−up hospital, all directed by one administration (see Fig. 3.17). The intent is to serve most injured earthquake victims locally as well as continue service to existing inpatients and outpatients. This approach is intended to limit both confusion and resource expenditures during this traumatic period.

The model assumes that, shortly after the earthquake, hospital A, nearest to the epicenter, is confirmed to be severely damaged and must be completely evacuated. Adjacent hospital B meanwhile is confirmed to be partially damaged and must be partially evacuated. The third hospital, hospital C, is considered to be undamaged. Accordingly, critical care inpatients from A are evacuated and transferred immediately by helicopter (e.g. from National Self−Defence Forces) to C. Critical inpatients that cannot be well−served at B are also transferred by helicopter to C.

Figure 3.17. Earthquake hospital model

Meanwhile, earthquake victims near to hospitals A and B are gathered at nearby designated open collection points, accessible by helicopter, where triage is performed; critically−injured earthquake victims are also transferred by helicopter to C. All critical inpatients from A and B transferred to C are also to be admitted there.

The obvious capacity problems which may result are to be alleviated by temporary backup hospitals to be provided near each hospital (A, B, C) during the first 12−hour period, unless threatened by fire or other post−earthquake hazards. Each back−up hospital includes accommodation (e.g. a portable tent structure or existing available space in a school or hospital); portable water supply; portable electricity generators; emergency medical supplies; trained doctors and nurses; and local volunteer navigators to assist in guiding the injured. Medical services are provided at these same locations as well as they can be until they are fully functional as back−up hospitals.

Accordingly, staff at hospital A are assumed to be occupied with total evacuation of their hospital, including transfer of critical patients to C and transfer of non−critical patients to their back−up hospital. In addition, these staff must sort and care for local earthquake victims, constituting a worst−case workload. At the same time staff at hospital B are assumed to be occupied with existing services, partial evacuation, transfer of critical inpatients to hospital C, and sorting and caring for local earthquake victims while erecting their back−up hospital. Medical staff at C meanwhile are assumed to be occupied with existing services, caring for incoming critical patients from A and B, and erecting their back−up hospital.

By the end of the 12−hour period, hospital A is assumed to be completely evacuated and to have a fully

133 functional back−up hospital operational. Hospital B meanwhile is assumed to be partially evacuated but otherwise fully functional, along with its temporary back−up hospital. By this time, hospital C has completed transfer of its non−critical patients to its temporary back−up hospital (and possibly the other back−ups) in order to accommodate critical patients transported from A and B.

During the following 60 hours, it is assumed that, as a worst case, the staff at each hospital can independently continue their efforts without outside assistance. After three days these staff are assumed to receive support from outside their hospital administration. This support may include the availability of additional existing hospitals and the erection of additional back−up hospitals. In any case, cooperation among local government agencies and several prefectures, the National Self−Defence Forces, water and electric utilities, along with the hospital administration, will be required to execute this model.

Conclusion

This simplified model admittedly does not include all the complexities and contradictions of reality but demonstrates how much logistics is involved in emergency relief. In addition, it is argued that too many complexities have, in the past, prevented bold decision−making necessary for improved health services following major earthquakes. On the basis of such a model it is proposed that the focus should be on training local staff to respond during the most critical first 12 hours and, if necessary, to independently maintain this effort through the first three days. Additional help can then be expected, as directed by the hospital administration.

References

1. Architecture Institute of Japan, Niigata earthquake (1964) damage report, 1965. 2. Architecture Institute of Japan, Tokachi−Oki earthquake (1964) damage report, 1968. 3. Architecture Institute of Japan, Miyagi earthquake (1978) damage report, 1980. 4. National Institute for Health Administration. Anti−seismic strategies for hospitals, 1976.

The importance of modern means of communication (the GHDNet)

G. Ochi1, Y. Watoh2, A. Sekikawa3and R.E. LaPorte3

1Department of Emergency Medicine, Ehime University School of Medicine, Ehime, Japan.

2Department of Anesthesiology, Tottori University School of Medicine, Yonago, Japan.

3Department of Epidemiology, Graduate School of Public Health, University of Pittsburgh, Pittsburgh, PA, USA.

Disaster and information transmission

Natural and man−made disasters are major causes of premature death, impaired health and diminished quality of life, even in countries that are developed both in technology and in medicine. Japan experienced two major disasters last year, the Kobe earthquake and the sarin attack in the Tokyo subway system. These two events revealed that Japan did not have well−organized systems for disaster management. Of all the problems experienced in these events, one of the most serious was the lack of appropriate means to collect and provide information in the midst of a disaster.

The system for information transfer should be most helpful during the first couple of days after a disaster of an overwhelming scale. For example, 58 hospitals in Osaka, a neighbouring prefecture of Kobe, sent medical teams during the month following the earthquake. However, only four out of 58 hospitals could send their teams to Kobe during the first 48 hours. The rest were waiting for a request or instruction to help Kobe. They had no means of knowing that the local administration there was too heavily damaged to make contact with neighbouring cities to ask for help just after the earthquake. Tragically, an effective information system did not exist (1),

In the case of the sarin attack by Ohmu−Shinrikyo in Tokyo on 20 March 1995, it was 11:00 in the morning when the headquarters of Tokyo Police Office announced that sarin was the suspected cause of injury to many passengers in the subway. This was two−and−a−half−hours after the first patient had been taken to an

134 emergency medical centre. The delay of the information was responsible for the loss of a chance to administer pralidoxime methiodide (PAM), an antidote of sarin, to many patients (2).

These instances suggested that if accurate and timely information had been available, needless morbidity and mortality would have been prevented. Thus, establishing a reliable system for telecommunication in the emergency and disaster field is one of the most important problems we face.

Perhaps the most exciting advance in the area of information transfer is the Internet (3). It is reaching millions of people throughout the world and also is growing rapidly in Japan.

During the Kobe earthquake the benefit of the Internet during a disaster was soon realized. More than 25 World Wide Web servers were started solely to dispatch information from Kobe during the first six days after the earthquake. One of the web sites had 360 000 accesses from all over the world during the first 20 days. More than a dozen mailing lists and news servers were started for nongovernmental organizations and volunteers who worked in Kobe, and approximately 5000 people were linked by the mailing lists. These were developed not as part of a coordinated disaster relief by the government, but rather by people themselves.

The Internet was applied at grass−roots level in 1995. However, a more formally developed system would permit communication to be instantly established among people who are involved in disaster and relief activities. The concept of a disaster information network via the Internet is becoming realized by the establishment of the Global Health Disaster Network (GHDNet).

The Global Health Disaster Network (GHDNet) and its new era

In July 1995, GHDNet was started in Ehime University, Japan, as one of the activities of the global health network of the University of Pittsburgh, USA. In Japan, GHDNet was the first Internet home page to dispatch information on disaster and emergency medicine. Since then GHDNet has continued to be one of the leading web sites for disaster medicine around the world. It also serves as an official web site for two associations, the World Association for Disaster and Emergency Medicine (WADEM) and the Japanese Association for Acute Medicine (JAAM).

GHDNet is now ready to join the new project, the Japan−US Global Health Network (JUGHNet). Our next goal is to establish a new and official network to transmit information for disaster and emergency medicine. It should be a nationwide network in which many organizations, governmental and nongovernmental, will be voluntarily involved. This network will be open for organizations in the United States and the rest of the world. Organizations to be connected by the network will enter into an agreement. The agreement will be quite simple, referring to rights and duties, namely:

• Rights: Each organization has a right to have high quality Internet information about disasters and disaster responses by the other members.

• Duties: Each organization should pay for its expenses to connect to the Internet. It should report about its response plans for a certain disaster with minimum time delay. The report should be followed by action reports throughout the course of the disaster.

The World Wide Web home page for GHDNet will be the official home page for the disaster project. The directory of organizations connected by GHDNet will be listed on the home page. The directory also includes worldwide lists of organizations and individuals involved in disaster relief. The home page will include a link to a global database of information on past disasters.

Monitoring systems of disasters and of disaster responses

In the first stage, the disaster monitoring system should cover the USA and Japan. All disaster teams in both countries need to be identified and e−mail addresses obtained. Thus, in the face of an emergency in, for example, Hokkaido or Boston, the people on the disaster network can easily be identified.

It is hoped that the satellite systems of NASA (National Aeronautics and Space Administration) and NASDA (National Space Development Agency of Japan) will enable us to monitor cities or towns in the USA and Japan from the sky. The first information can be dispatched by other existing systems, such as seismological monitoring systems on the ground. However, once GHDNet is informed of a disaster out in a certain area, the area will become a target of satellite monitoring. If the satellite views show uncontrolled fires in some populated areas, collapse of large buildings, and destruction of road and rail links, it will be time to proclaim a

135 state of emergency. Each organization connected to GHDNet will start its response according to plans decided beforehand.

In the second stage, disaster monitoring by NASA would be able to cover the whole world. The satellite images of disaster areas will be sent to some organizations connected to GHDNet. The information will help the organizations, national or international, governmental or nongovernmental, to react rapidly in sending their teams to help people in the disaster area. Some Japanese organizations concerned with international assistance, such as Japan Disaster Relief (JDR), the Japan Red Cross (JRC), and the Association of Medical Doctors of Asia (AMDA), will be good candidates for connecting to the international GHDNet.

Among the several components of GHDNet, transmission of information about disasters is one of the most important. This is the mission assigned to GHDNet in Japan. GHDNet is expected to help individuals and organizations, irrespective of country or official status, to communicate with each other in case of disaster.

References

1. Kai T. Disaster plans for hospitals. Emergency nursing (special edition). Spring 1996:176−9.

2. Shirakawa Y, Oguri K, Shintani S. An investigation of the information exchange in the Sarin attack in Tokyo subway system. Abstract of the Symposium in the 18th Annual Meeting of Japanese Association for Toxicology, 1996.

3. Libman IM, LaPorte RE, Akazawa S, et al. The need for a global health disaster network. Prehospital and disaster medicine, 1996, 16 (in press).

The problems of hygiene and sanitation after the Great Hanshin−Awaji Earthquake

K. Hayashi1, M. Inoue2and M. Shinya3

1K. Hayashi is Director of the Kobe Institute of Health, Bureau of Health and Welfare, Kobe, Japan.

2M. Inoue is Director of the Kobe Environmental Research Institute, Kobe, Japan.

3M. Shinya is Manager of the Ward Administration, General Affairs Bureau, Kobe, Japan.

We are alive and therefore we eat and excrete. However, people tend to forget the last part of our metabolism, probably because it is dirty, loathsome, dark, stinky, abhorrent and so on. Even after the great Hanshin−Awaji Earthquake, the initial reaction of people was to look for food and find a place to stay. Many neglected the filthy part of human metabolism. But shortly after the shockwave, many people had a compelling urge to excrete. The question was: where?

After the earthquake, all flush toilets in downtown Kobe were out of service because sewage channels were totally broken. Tapped water was stopped and there were no portable or mobile toilets in the initial phase of the aftermath. Over 300 000 people were accommodated in shelters in very unhygienic congested conditions. With few portable toilets available, they created a small mound of faeces in a few hours.

People struggled to arrange toilet facilities, but the next problems were how to dispose of the waste and keep the toilet clean. Under these conditions, we feared the outbreak of the epidemics caused by toxigenic, bacterial and/or viral gastroenteritis. In fact, influenza started to prevail in the disaster areas. This report proposes some ideas to improve sanitation and hygiene on the basis of lessons learned during and after the Great Hanshin−Awaji Earthquake. It also describes preventive measures against epidemics of infectious disease at the site of a disaster.

Where can we excrete?

Immediately after the big shock, the tapped water supply in most of the downtown Kobe area stopped. Sewage channels were broken down (Fig. 3.18). Walls of the sedimenting pond in the Higashinada sewage plant were toppled and it temporarily used the nearby sea canal as a processing pond. People rushed to shelters such as schools, health centres, the City Hall or other big buildings because of fear of the aftershock

136 and to escape fire. In some places, more than 3000 people were in very congested dirty areas. Toilet basins in the shelters were transformed into mounds of faeces one day after the disaster. People could not use the toilet and some refugees became sick because the situation was so desperate. They ate very little and drank almost nothing and were exhausted. In the night−time, the situation got worse. People tried to manage without going to excrete because they were afraid to disturb other people's sleep by getting up and finding their way across the very congested floor to the toilet. In the shelter, two persons to an area of 1.65 square metres was not uncommon during the night−time.

Figure 3.18. Map of damaged sewage channels (shaded areas)

People made great efforts to provide toilet facilities. Some dug a trough in the ground. Others tried to clean flush toilets with buckets of water but this did not work long because of the broken sewage channels. One successful example is shown in Fig. 3.19 which is a toilet built on a manhole over the sewage channel. Unlike toilets with a bucket, this solved the problem of disposal and worked very well as long as the water in the channel was running. On the basis of this experience, the Kobe city government has now prepared a type of portable toilet that can be placed on the top of a manhole.

137 Figure 3.19. A toilet on a manhole over a sewage channel

Eventually many portable toilets were supplied. Initially the Kobe authorities estimated that 300 of them would be enough, but in fact needed 3000 toilets, one for every 60−100 people (Fig. 3.20).

In the shelter, where good systematic management or initiative was established, people tried themselves to clean toilets and collected waste regularly without contaminating the area. They sprayed disinfectant and killed odour. Many items useful for cleaning and disinfection were supplied and a number of volunteers cleaned toilets. This worked in those shelters where the management system functioned smoothly. However, in shelters, where the management was poorer or even non−existent, volunteers were not accepted or had a hard time to find a way to work with the homeless resulting in filthy toilets and contamination of the surroundings.

138 Figure 3.20. Number of refugees, shelters and portable toilets in Kobe

For the collection and disposal of waste, a tank lorry with a vacuum pump was most effective. It sucks up waste in an air tight condition without spilling a drop. This contributed greatly to the reduction of contamination and prevented toxigenic or microbial gastroenteritis. Kobe eventually had 19 tank lorries operational and additional lorries came from other prefectures.

Toilets and hygiene

We had few epidemics of infectious diseases. Infectious gastroenteritis is a syndrome that affects a broad segment of the world's population and diarrhoeas rank number one in frequency in the causes of morbidity and mortality in many countries. The transmission of the disease is primarily person−to−person by the faecal−oral route, and the studies of the major pathway of the etiological agent often revealed contaminated food that had been handled extensively in poor hygienic conditions or water contaminated by a broken septic tank or channel. Consequently, we feared large outbreaks of these diseases in the shelters.

Luckily enough we did not have such outbreaks. Respiratory infections such as influenza started to spread to a certain extent but were limited to small−scale epidemics.

There are several possible reasons why we did not have severe diarrhoeal outbreaks. Firstly, the low temperature in the winter helped to prevent bacterial growth in food. We also checked food boxes for the homeless for toxigenic or haemorrhagic E. Coli or other bacteria and suggested that those who prepared the food boxes should heat the food adequately. In addition, many people cleaned the toilets and sprayed disinfectant around them. Wet disposable towels were distributed to clean contaminated hands. Waste was collected effectively by the tank lorries with a vacuum pump, without spillage.

For the respiratory diseases, we monitored the influenza and gave vaccines. In this situation, the factor that most contributed to stopping the influenza epidemics was the fact that most of the people in the shelters were relatively old, over 60, and had already been exposed to the various pathogens in the past and were immune to them.

Conclusion

In a modem urban society people live in a relatively clean environment. Their tapped water system and sewage channels are completely separated. Each family has only one or two children and they do not play outside in the dirt together; or even if they wanted to, there is no place where they can do so in the town. They spend much of their time in the house. These factors accelerate vulnerability to various pathogens or gastronomic antigens in the younger generation.

139 Therefore, to prevent epidemics of infectious diseases in future disasters, we have to survey people's immune status continually, and a proper vaccination programme has to be carried out by the public health sector of the local and/or central government. Clean, easy−to−handle portable toilets with a good disposal system have to be developed. Each municipal government or public health sector has to prepare and stock these items for emergency use. In the shelters, a good management system has to be established.

The local health research institute has to monitor infectious agents in a disaster. For this purpose, it must have anti−seismic biohazard facilities. We have developed a model of an anti−seismic biohazard room1 which is designed to be retrofitted into an existing biohazard facility.

1Acknowledgment: We thank Mr Shigeru Toyoda, Takasago Research & Development Centre, and Kobe Shipyard & Engine Works, Mitsubishi Heavy Industries Co. Ltd. for the development of an anti−seismic biohazard room.

Summary

Immediately after the Great Hanshin−Awaji Earthquake, people faced the problems of where to excrete, how to keep toilets clean and how to dispose of waste. They struggled to make toilets. A tank lorry with a vacuum pump collected waste effectively without contaminating the area. Shelters where good management was established were well organized and toilets were clean. Together with the low temperature in the winter, these factors contributed to prevent diarrhoeal diseases. Most of the people in the shelters were over 60, and this was also effective to a certain extent in preventing a large outbreak of influenza because many had immunities. Daily surveillance of the people's immune status and a vaccination programme are essential in the preparation for future disasters.

Summary

E. Pretto1, C. Ugarte2, J. Levett3, Y. Oka4, K. Shoaf5and Secretariat

1E.A. Pretto M.D., M.P.H, is Principal Investigator, Disaster Reanimatology Study Group and Associate Director, Safar Center for Resuscitation Research, University of Pittsburgh School of Medicine, Pittsburgh, USA.

2C. Ugarte is Director, Direccion Nacional Preparacion contra Desastres, Lima, Peru.

3J. Levett is Director of International Affairs, National School of Public Health, Ministry of Health and Welfare, Athens, Greece.

4Y. Oka is a Research Associate from the Department of Architecture, University of Tokyo, Tokyo, Japan.

5K. Shoaf is from the Department of Community Health Sciences, School of Public Health, University of California, Los Angeles, USA.

Dr B. Mulyadi, Director for Private and Specialty Hospitals, Directorate General of Medical Care and Secretary of the Crisis Centre, Ministry of Health, Jakarta, Indonesia, presented a case study from his country. He explained the vulnerability factors that make his country one of the areas of the world most prone to disasters and described a comprehensive emergency management system for the health sector which is built on a model of "escalation" from daily routine emergencies to full−fledged disaster management. He also touched on the multisectoral distribution of roles and responsibilities and focused on those of the health sector and the means it has to implement these tasks in collaboration with the military and volunteer organizations. He concluded that the main reason behind the success of the disaster management system in Indonesia is its decentralization to community level and its fully integrated approach from vulnerability reduction through the whole range of emergency management.

Dr J.L. Poncelet, Head, Disaster Preparedness Program for South America, PAHO/WHO, Quito, Ecuador, spoke about the impact of earthquakes on Latin American countries and cities and the development of management policies being adopted in those countries. The emphasis has shifted over the years from disaster response to preparedness and now to mitigation. In this development it was found that plans for preparedness often existed but failed because of lack of skills or clearly defined responsibilities. Also, the

140 increasing specialization among disaster experts creates new problems of coordination for preparedness. Within this coordination, tasks should be delegated to each sector which will have its own responsibilities.

He stated that the emphasis for disaster management is also changing from the national to the regional and community level. Waiting for government orders before reacting and employing resources is a frequent and deadly phenomenon after disasters. Local authorities, such as the mayor, should be empowered to make the necessary decisions, based on local input and timing. He also stated that natural disasters are not really all that natural because a large part of the vulnerability is created by humanity. In the future, national mechanisms must be adapted to this delegation of authority, and managerial functions at different levels should be defined. Training programmes should include behavioural aspects during disasters. However, obtaining support from the top political level remains important and should be obtained with information, training and involvement.

In the brief discussion on this paper it was re−emphasized by Dr Poncelet that medical and public health specialists, as well as those from other sectors, have to speak to politicians and administrators to obtain their concurrence and support ahead of the disaster. Dr Goncharov added that politicians want to save and not spend money; some would rather wait until the disaster happens.

Dr E. Pretto presented a poster entitled "Essential elements for community and hospital earthquake preparedness". Health disasters can be defined as mass casualty events that overwhelm or destroy local emergency health care delivery systems. Until recently, "medical" response in disaster was limited to public health support of uninjured survivors. Disaster medicine research was the domain solely of epidemiology and sociology. Earthquake research involved mostly preventive and structural engineering. Early observations of death in earthquakes suggested there might be a population of victims who survive the initial impact but who die hours to days later from life−threatening injuries and a delay in receiving emergency medical care. It was suggested that a significant proportion of these deaths could be prevented with more rapid and better organized resuscitation efforts starting with uninjured co−victims as the ones giving the initial help.

The chairperson (poster session rapporteur) comments that mass training in first aid of the communities at risk is an important idea, but that it has largely been untested. Little research into the effectiveness of training lay persons in first aid has been done. The little research that does exist indicates that training may not be sufficient to prepare an individual to react in an emergency situation. It would be good to see a project like this funded to an extent that the idea is not only piloted but truly tested as to its possible effectiveness in a disaster situation.

Professor A. Minasyan from Armenia spoke on "The system of emergency medical care in disasters and catastrophes in Armenia". He began his presentation by reminding the audience of the Chernobyl accident and the resulting immediate and long−term effects on the health of the people. He stressed that scientifically based and efficient organization of medical care during emergencies is a decisive factor in saving lives. Professor Minasyan added that during the first hour of a disaster, quick situation analysis should be followed by prompt relief measures provided to the victims. All these measures are possible at present in Armenia with the formation of disaster committees at three levels and an efficient preparedness plan for all disasters which was developed after the Chernobyl nuclear power station accident and the Spitak earthquake in Armenia. The major objective of this plan is to provide early, efficient and specialized medical care, with an early rescue service using surface and air transport.

Professor Minasyan suggested a further number of activities such as training of health and rescue staff, stockpiling appropriate emergency drugs, strengthening the information system and carrying out research activities. In response to a question from the audience, Professor Minasyan said that training in disaster medicine is being provided to medical and non−medical personnel in emergency schooling supported by the United States Agency for International Development.

Dr V.A. Astakhov, Deputy Director, Far−Eastern Regional Urgent Medical Care Centre, Khabarovsk, Russian Federation, highlighted features of the medical consequences of earthquakes in the far−east region of Russia, an area quite heavily at risk. He advocated the establishment of an Asia−Pacific Centre for Disaster Management and suggested that the WHO Centre for Health Development, Kobe, should play an important role in such a centre.

Professor Y. Nagasawa presented an interesting poster mainly concerned with logistics which, however, some participants found difficult to understand. It was also said that the actual condition and situation of health care facilities (after the earthquake) was not as clear or simple as was shown by the model.

141 The model showed several problems concerning the provision of health care after a large disaster: facilities, communication system (telephone, radio, etc.), transportation of patients, and triage. These problems are interrelated and cannot be discussed without mentioning others.

Dr G. Ochi of the Department of Emergency Medicine, Ehime University School of Medicine, Ehime, Japan, et al presented a poster "The Importance of Modern Means of Communication (the GHDNet)" with a proposal for various media being utilized for information management during a disaster situation. The proposal presented ideas for utilizing satellite broadcasts, wireless devices and the Internet, as well as traditional media, for both coordination during a disaster and transmitting information to the public. This project apparently has been designed in and for Kobe but is adaptable for other places.

Such a system for information transfer should be most helpful during the first two days after a disaster of overwhelming scale. For example, 58 hospitals in Osaka, a neighbouring prefecture of Kobe, sent medical teams during the month following the earthquake. However, only four of the 58 sent their teams to Kobe during the first 48 hours. The remainder waited for a request or command to help Kobe. They had no way of knowing that the local government there was too heavily damaged to make contact with surrounding cities to ask for help just after the earthquake. Tragically, the information systems did not exist.

In the case of the sarin attack by Ohmu−Shinrikyo in Tokyo in March in 1995, the headquarters of Tokyo Police Office announced at 11:00 a.m. that sarin was suspected of causing the injuries to the subway passengers. This was two−and−a−half−hours after the first patient had been taken to an emergency medical centre. The delay in the information meant that the chance to administer pralidoxime methiodide, an antidote of sarin to many patients, was lost.

If accurate and timely information were available in disasters, needless morbidity and mortality would be prevented. Thus, establishing a reliable system for telecommunication in the emergency and disaster field is one of the most important problems we face.

Professor K. Hayashi, Director, Public Health Research Institute, Kobe, Japan, et al, presented a poster on the problems of hygiene and sanitation after the Great Hanshin−Awaji Earthquake. This poster presented a very important topic. As the sewage system was destroyed by the Kobe earthquake, sanitation became a serious problem quickly. Pictures and data were presented about the lack of sanitary facilities after the earthquake in Hyogo Prefecture. Planning for the disruption of sewage is an important component of a disaster plan. An available source of portable latrines and special collection vehicles are ways of planning for such an eventuality. Ordinary waste−collecting vehicles cannot carry toilet waste.

Additional plans might include education of the public about alternative means of disposing of both solid and liquid waste in the aftermath of an earthquake, such as having a supply of plastic garbage bags on hand for waste disposal. It is also important that public health agencies have a plan for screening water and sanitation facilities and the authority to shut down those that pose a hazard. After the Northridge earthquake, a major activity of the environmental health department of the Los Angeles County Department of Health Services was to shut off drinking fountains and water−dispensing machines that may have been contaminated.

In the discussion an argument proposed by Professor Wölfel, "The model's case should not occur: engineering can solve the problem" was countered by another opinion, "Even with modern technology, it is impossible to fully protect all the hospital functions from an earthquake, if it occurs just below it. The point is to decentralize functions of disaster medical care rather than putting up a large Disaster Medical Centre".

PART 4 − REHABILITATION

Rehabilitation of earthquake victims: social and health aspects (the Cairo 1992 experience)

M. Gabr1

1 M. Gabr is Professor of Pediatrics, Cairo University; past president of the Advisory Committee on Health Research, WHO; immediate past president of the International Pediatric Association; and Secretary General of the Egyptian Red Crescent Society, Cairo, Egypt.

142 On the afternoon of 12 October 1992, an earthquake of a magnitude of 5.9 on the Richter scale struck the greater Cairo area. The centre of the earthquake was 30 kilometres south of Cairo at Dahshour in Giza. It mainly affected the governorates of Cairo, Fayoum, Giza and Kalioubia. Other governorates as far away as Menia also suffered some damage. Because of its population density and the high number of squatter areas and buildings more than 1000 years old, the greater Cairo area suffered the greater loss of life. The official recorded death toll was 560, while the number of injured exceeded 2000. More than 5000 buildings collapsed, leaving more than 8000 families immediately homeless. During the next few weeks the number of homeless families grew to more than 25 000 as they were obliged to evacuate buildings that were in danger of collapsing.

Egypt does not register severe earthquakes often, as shown in Table 4.1 (7). None resulted in such a high toll of casualties as that in Cairo in 1992.

Table 4.1. Recent earthquakes in Egypt

Year Site Magnitude Damage (Richter) 1955 Alexandria 6.1 63 deaths 300 buildings 1969 Red Sea 6.3 No human losses 1974 Sharkia 4.9 No human losses 1978 West desert 5.3 No human losses 1981 Aswan 5.5 No human losses 1992 Cairo 5.9 560 deaths 5000 buildings Curative care of the injured was carried out through a coordinated effort between the Ministry of Health and the Egyptian Red Crescent which was also responsible for social and psychological−follow up and support.

Through a coordinated effort between the government, the army and the Egyptian Red Crescent Society, more than 50 temporary shelters (camps) were erected for the victims, chiefly in urban areas. Many of the affected families in rural areas preferred to move in with their relatives.

A system of recording involved the use of special registration cards which included information on family members, those affected, original residence, and social and economic status. An additional table covered a needs assessment, i.e. for covers, clothes, food, etc.

Health in temporary shelters

A physician, nurse and volunteers were assigned to each camp. The guidelines for assessment of health and nutritional status established by UNHCR were followed (2). Assessment was carried out by trained Red Crescent volunteers under the guidance of the camp physician. The assessment included individual medical check−ups as well as water supply and sanitation. Public health education, which is known to maximize the effectiveness of health measures (2), was also provided.

Sanitation

Within three days, all camps were supplied with safe running water. In the first few days temporary portable water containers were made available to supply 10−20 litres per person. Occasionally pumps were needed so that water could reach camps on high ground. The Egyptian Red Crescent supplied household equipment such as clean water containers, soap, refuse disposal bags, and cooking and eating utensils. Volunteers supervised cleanliness and basic hygiene. Disposal of excreta was a major concern. If there was a public building near the camp, its sanitary facilities were used by the camp−dwellers. In most camps, however, ditch latrines were dug, to be replaced after the first few days by deep latrines in accordance with WHO and UNHCR guidelines (2).

143 Nutrition

Appropriate canned food was distributed during the first week. Special attention was given to the needs of children, pregnant and lactating women, the elderly and the undernourished. A modification of the United Nations guide to food and health relief operations in disasters was adopted (4). Food aid was gradually discontinued after the first week to avoid creating dependency, except for those persons in need on medical or social grounds. Kitchens were erected in the camps.

Psychological care and social support

All volunteers were trained by a group of psychiatrists according to the guidelines of the International Federation of Red Cross and Red Crescent Societies (3,5). This helped to minimize the well known psychological effects of disaster syndrome, especially for those who lost a family member or source of income as well as children (6,7). Acute psychological trauma was rare. Relatively few persons suffered from anxiety, depression or lack of emotional control. Psychological and social care greatly alleviated those cases. Equity in social care and donation of supplies was another factor that helped to minimize the aggressive attitude that may occasionally be encountered in such situations.

Control of infectious diseases

There were no outbreaks of foodborne, waterborne or respiratory diseases. The earthquake occurred in October when the climate is temperate. The diarrhoeal disease season was over and the respiratory disease season had not yet begun. Scabies was a problem, however, because of overcrowding and the difficulty of maintaining personal hygiene, especially during the first few days. Medication was distributed and the need for personal hygiene was emphasized. Children and young persons aged 3−20 years received antimeningococcal vaccine. Because of the high vaccination coverage during infancy, routine vaccination schedules were performed only on those in need.

Other health issues

Other issues that were addressed included care of the sick, the elderly, the handicapped and the chronically ill. Violence, robbery and occasional attempts at sexual assault occurred during the first few days after the earthquake but were overcome by security measures such as 24−hour supervision by volunteers and proper lighting at night.

Resettlement

The government successfully resettled families in four settlement areas around Cairo in modest apartment houses that had originally been built three years before for newly−married couples. Because of lack of funds these buildings lacked basic infrastructure (streets, water, sanitation and electricity supply). Thanks to government donations, the basic infrastructure was completed three months after the earthquake. All refugees moved to their permanent resettlement area by the end of January 1993.

The urban development project for earthquake victims in Nahda

The Egyptian Red Crescent was given responsibility for providing social support and rehabilitation to the new residents of Nahda City. This was a real challenge. Nahda City, 20 kilometres east of Cairo, is the largest of the four main settlement areas for persons made homeless by earthquake and accomodated 12 000 families. The population was heterogeneous; people came from three governorates (Cairo, Giza and Kalioubia), were from a mixture of rural, semi−rural and urban areas, and had differing cultural, social and economic backgrounds. A survey was conducted by the National Institute of Sociology on the early settlers to evaluate their socioeconomic status (8). Recording of all residents was carried out and regularly updated. A comprehensive rehabilitation project was developed between the Red Crescent, Cairo governorate and UNICEF to care for the residents of Nahda City through community participation, the establishment of community groups and organizations, the appointment of community leaders, and the coordination of government services and the voluntary Egyptian Red Crescent efforts. Red Crescent volunteers supervised the activities through regular twice−weekly visits. The project is still running successfully.

Socio−economic conditions

The age distribution of the inhabitants of Nahda was similar to the age distribution for Egypt as a whole: 40.8% were below 18 years of age. The proportion of elderly (above 65 years), however, was 5.4% in Nahda

144 against 2.9% for Egypt as a whole.

The average income per capita was 151 Egyptian pounds (L.E.) per month (1 US$ = 3.40 L.E.). The lowest income group (below 100 L.E. per month) represented 26% of the population, most of them belonging to single parent families headed by females. The higher income group (500 L.E. per month) represented 8.4% of the population.

The unemployment rate was slightly higher than the average rate for Egypt. The unemployment rate for males of working age was 15% while that for females was 66% (most of them were housewives). Of those who were working, 66% of the males and 34% of the females had a regular job. It is interesting to note that, in spite of the low income of most families, 66.2% had electric refrigerators and 50.4% owned a television set. The importance of refrigerators for food safety in Egypt, a subtropical country, is obvious.

More vulnerable groups in Nahda such as women, children and the elderly suffered from moderate malnutrition. Prevalence of gastroenteritis, hepatitis and other communicable diseases was similar to that in Egypt as a whole. The most common health problems are shown in Table 4.2. The survey indicated that 2.4% of the population suffered from a handicap or disability, the commonest being hemiplegia, loss of one or more limb and mental retardation (Table 4.3). Only two cases with loss of one or more limb were the result of the earthquake.

Table 4.2. Health problems of the Nahda population

Disease Males Females Total (%) (%) (%) Chest allergy 29.5 19.3 23.6 Rheumatic disease 25.1 39.1 33.1 Rheumatic heart 21.3 21.5 21.4 Urinary disorders 13.6 13.6 13.6 Others 11.5 6.5 8.3 Total 100 100 100 The inhabitants of Nahda had several common social and psychological problems. They were uprooted from their communities and many had lost their source of income. They shared similar anxieties regarding their identity and their future. However, there was little evidence of traumatic stress disorders characteristic of the disaster syndrome (6). Almost all survivors belonged to a deprived social class that had been living under chronic stress before the earthquake and who had a strong belief in destiny and acceptance of fate.

Table 4.3. Prevalence and type of handicap at Nahda

Handicap Male Female Total (%) (%) (%) Loss of limb 14.5 7.8 11.8 Hemiplegia 25.9 25.6 25.8 Blindness 5.9 8.5 6.9 Mental retardation 11.4 7.5 9.8 Deaf−mutism 6.0 4.5 5.4 Others 36.3 46.1 40.3 Total 100 100 100 All houses had clean water and sewage disposal. During peak hours, however, the water supply was insufficient. Steps were taken to build a new water pipeline. Health services were provided through one government health unit and one ambulance. The regional hospital was six kilometres away. Main roads were paved and lighted but smaller roads between the houses were not. Two public telephones and four buses provided communication and transportation services but these were insufficient.

Objectives

The objectives of the rehabilitation project in Nahda were:

− to develop a sense of belonging, integration into society and a productive life;

145 − to carry out cultural, recreational and communal activities to bridge the gaps of alienation and anonymity;

− to help the people to define their problems and find relevant solutions through self−help in cooperation with government services;

− to improve the standard of living through the creation of job opportunities, combating illiteracy, promoting better health, improving nutrition, and improving the social and environmental situation.

Implementation

A project director was appointed and community coordinators were selected from among the young people of Nahda. A geographical area was assigned to each coordinator. Residents elected community leaders for each cluster of apartment houses and organized local committees. Each committee elected a representative to be a member of the regional committee which met every month and included the project director, the chief Egyptian Red Cross volunteer and the chairman of the local government council− A Supreme Committee for Planning, Supervision and Evaluation chaired by the governor of Cairo and representatives from the regional committees and local authorities met every three months. Rehabilitation plans were developed on an annual basis.

The Egyptian Red Crescent erected a social health centre which served as headquarters for the project. Training and educational activities for the trainers were carried out there. Rehabilitation activities were carried out in 12 smaller centres throughout the Nahda area.

Consultants developed a comprehensive rehabilitation programme. Community participation was mandatory during the planning and implementation of the programme. Whenever possible, trainers were selected from among the community and given proper training by consultants and professionals. Evaluation was built into the project.

Three sociocultural clubs were established for children, women and the elderly. Three public libraries and 30 mobile libraries began functioning within six months. Recreational trips for children, young people, housewives and the elderly were carried out with great success. Social programmes to promote better living habits were conducted regularly, and theatre shows and other artistic activities were performed.

Many of the young people of Nahda were organized into sports teams − football, table tennis, volleyball, handball, basketball and so on. More than 100 tournaments were carried out. Prizes and incentives from the local community were offered to the winners. This was very effective in distracting the young people from harmful activities such as drugs and violence. Although the Nahda area was notorious for its drug−dealers before the resettlement they have now completely disappeared.

An indoor gymnasium was opened for women in the women's club and was surprisingly successful. It is very rare in Egypt for women of this social class to get involved in gymnastic activities. Its results reflected positively on their health.

Because of the high illiteracy rate, 22 literacy classes were established in different areas of Nahda. Astonishingly, most of those who enrolled were housewives. More than 650 received literacy education. Again the positive reflection on health of this activity is evident. Tuition classes for school children needing support, as well as for drop−outs from compulsory primary education, were carried out and have served more than 3000 pupils during the past three years. A number of efforts were made to promote upgrading of the environment. These included seminars, involvement of young people in environmental projects, the establishment of a refuse disposal system by the community, school programmes, and care for trees and green areas.

Attempts to overcome the poverty and high unemployment were carried out through various innovative vocational training and educational programmes aimed at encouraging income−generating activities. Training covered topics such as home repairs, food preservation, computers, electronics, and electrician's and plumber's skills. Programmes to train young girls as babysitters and to take care of the elderly and handicapped were highly successful.

Many of these activities reflected positively on health. A system to promote better health nutrition and family planning through community participation was established. Female community health leaders were selected

146 from among the community, taking into consideration age, educational background, willingness to serve and geographical distribution. The training of 100 female health leaders was carried out by consultants through a two−week special programme involving household hygiene, primary health care, first aid, psychological support, appropriate nutrition, promotion of family planning, drug abuse, AIDS and so on. Apart from public seminars on health education by professionals, female community health leaders greatly facilitated health promotion through direct communication.

At the beginning, only the free government health unit existed but within six months five private clinics and two pharmacies had started functioning. The Egyptian Red Crescent's social health centre was inaugurated one year later and provided health care at nominal fees as well as a 24−hour first aid ambulance service to the nearby hospital. This centre provided services to more than 1500 persons a month. As an example of the success of the health component of the project, 2567 women of child−bearing age sought the use of contraceptives in the social health centre during 1996. Vaccination coverage exceeded 90%.

Disabled persons received social care. The Red Crescent supplied wheelchairs and basic physiotherapy equipment. Young women from the community, trained in the care of persons with handicaps, facilitated their home care. Cases needing advanced physiotherapy or surgical intervention were referred to appropriate hospitals.

Depression, insomnia, agitation and other psychological manifestations of post−disaster syndrome (5) were rarely encountered. Only occasionally did people need psychological support, which was provided by the trained community health leaders. This was more successful and reassuring than consulting a professional psychiatrist whose role was limited to diagnosis, advice and follow−up.

Evaluation, constraints and solutions

The Nahda resettlement project faced a number of constraints but efforts were made to overcome them. For instance, the supply of clean piped water was insufficient at the beginning but was remedied within 18 months. Two new bus lines were established at an affordable fare. This greatly facilitated transportation of pupils to their original schools until new schools were established. The telephone and telegraph communication system was also strengthened.

Health and environmental education changed the behaviour of the inhabitants in respect to hygiene and cleanliness. The Egyptian Red Crescent's social health centre supported a comprehensive health, family planning and nutrition education programme through a network of voluntary female community health leaders, as well as providing health care at nominal fees.

Housing thousands of families from different social, cultural, economic and geographical backgrounds in one new settlement area was a unique experience. Community development is still proceeding with great success. This success is related to community participation at all stages of the project, and regular meetings between the government authorities and the social, health, educational, cultural and recreational programmes. The residents of the area today are proud to say that they belong to Nahda.

References

1. Sedki A. Report of the Egyptian Prime Minister to the Senate. Cairo, Press of the Egyptian Parliament, 12 Nov. 1992.

2. Handbook for emergencies, Geneva, UNHCR, 1982.

3. Disaster rehabilitation and reconstruction. Geneva, IFRC, 1994.

4. Protein Advisory Caloric Group of the United Nations. A guide to food and health relief operations for disasters. New York, 1977.

5. Guidelines to develop psychological support programs for disaster victims. Geneva, IFRC, 1993.

6. Lazarus RS, Folkman S. Stress Appraisal and Coping. New York, Springer, 1984:578−615.

7. Coping with Natural disasters: the role of health personnel and the community. Geneva, WHO, 1989.

147 8. Fahmy N. Comprehensive survey of the population of Nahda City. Cairo, National Institute of Childhood and Motherhood Publications, 1993.

Basic principles of resort rehabilitation of earthquake victims

V.N. Zavgorudko1 and T.I. Zavgorudko2

1V.N. Zavgorudko is Doctor of Medical Sciences, Professor, Head of Department of Medical Rehabilitation and Physical Therapy, Far−Eastern Medical University, Honoured Physician of the Russian Federation, Khabarovsk, Russian Federation.

2T.I. Zavgorudko is Candidate of Medical Sciences, Associate Professor, Honoured Physician of the Russian Federation, Khabarovsk, Russian Federation.

Having studied the experience of those who work in the area of disaster medicine, including experience in Neftegorsk, we have noticed that one universally accepted type of rehabilitation programme was absent. Analysis of the health status of Neftegorsk earthquake victims, both those who had been buried under the ruins and those who had not, has demonstrated the need to provide, in certain cases, urgent rehabilitation procedures for those who experience a catastrophe ranging from psychotherapy to complex physical and spa therapy. This applies both to the victims and to those persons who are involved in disaster relief.

Resort rehabilitation is based on active non−medication therapy, that is, unfortunately, rarely used and not well studied by clinicians, especially those who work in emergency and catastrophe medicine. A resort normally has both the capacity and excellent facilities to provide rehabilitation. It has enough hospital beds, which sometimes can easily be increased; also specialized wards can be organized to provide special types of services according to the needs of the patients. There are also plenty of low−cost but highly effective natural curative remedies such as mineral waters and therapeutic mud. A resort has well−developed transport routes and is administratively independent in the Russian Federation.

Rehabilitation is, under present legislation, a compulsory component of measures provided to render aid to and to restore health to victims of catastrophes. Health care at the resort level, the non−medication therapy includes balneological and mud treatment, physical therapy, curative exercising, massage, psychotherapy, acupuncture, bioenergy usage and climate treatment.

Such rehabilitation of earthquake victims can be combined with clinical medicine at every stage, using all the latest medical knowledge and technologies. The organization and provision of medical procedures should not be restricted or influenced by bureaucracy. The benefits of rehabilitation at a resort include the following:

− treatment of certain types of injuries under the special conditions of the locality;

− treatment of the longer−term consequences of injury after specialized aid has already been applied;

− enhancement of previously applied medical procedures;

− achievement of steady recovery;

− prevention of recurrence of illness;

− restoration of lost functions;

− prevention of disability or limitation of the disability to an acceptable level;

− reduced impact of persistent, recurrent post−traumatic phantom pains;

− improvement of capacity for work;

− psychological rehabilitation and stress reduction;

− increase of immunological resistance.

148 In areas of high seismic activity nature often provides thermal waters with nitrogeneous−silicous properties that are beneficial to our health. Our studies have shown multiple benefits of those waters on patients. Approaches to treatment may be based on the illness, the symptoms or the nature of the injury, or on a combination of these factors. Patients very rarely have just one condition, and disaster victims are no exception. They usually have many conditions, directly or indirectly caused by the injuries they have suffered. Three hundred diseases and traumas have indications for treatment at resorts with thermal waters. This type of rehabilitation leads to positive results in 90−95% of victims.

Financial aspects following an earthquake: the bank's point of view

Y. Yasuda1

1 Y. Yasuda is General Manager, Kansai Project Development Division, The Sakura Bank Limited, Kobe, Japan.

I am General Manager of Sakura Bank's Kansai Project Development Division which is supporting local governments and other bodies in redeveloping certain areas in western parts of Japan, including the Kansai district.

Sakura Bank during the Great Hanshin−Awaji Earthquake

Sakura Bank was established in 1990 by the merger of Taiyo Kobe Bank and Mitsui Bank. It is one of the leading Japanese banks with total assets of US$ 498 billion. It has 530 domestic branches and 46 overseas offices.

Hyogo Prefecture, including Kobe City, is one of our bank's most important markets. That is the reason why the former Taiyo Kobe Bank's head office was here and Sakura Bank still has 121 branches here.

Due to the earthquake, most of the branches in Kobe City and the Hanshin area (the area from Kobe to Osaka) were damaged. Five branches completely collapsed and a further 20 branches were seriously damaged.

On that day, 119 out of 186 branches in the Kansai region were unable to operate as the result of failure of electric power and telecommunications services.

The restoration of the bank's facilities

Sakura Bank was fully equipped with computer systems. The main host computer was located in Kanagawa Prefecture near Tokyo and the second host computer in Kobe. The design of these computer systems took into account that even if one of them broke down, the other should provide the bank with all its normal electronic services. Despite the earthquake, however, both computer systems remained functional. They continued to work very well, although they were affected by the disruption of the electric power supply and of damages in the communication network between the headquarters and branches.

However, the bank faced another serious difficulty. Equipment and documents were scattered all over the offices. Only a few bank personnel came to the office that day. In addition, the bank suffered from the destruction of the lifelines.

Under these circumstances, the staff tried very hard to restore the bank's facilities, considering that many people affected by the earthquake needed money and relied on the bank. Due to the rapid and hard work of our employees, the computer network systems were working again two days after the earthquake and on 23 January all branches were able to operate fully. Thus most of our customers felt relieved and there was no rush to the bank offices. In fact, it was said that most people felt relieved to see the bank's headquarters safe among so many destroyed buildings.

Crisis management

In Japan, it is generally said that banks are built so strong that they can resist earthquakes. But this myth was destroyed by this earthquake. I had lived here for a year and a half, and I saw things after the earthquake from the point of view of a victim as well as that of a bank employee. Crisis unexpectedly attacks our lives and our

149 property and we should prepare ourselves against such crises and emergencies in both public and private affairs.

Like other companies, Sakura bank had a manual for emergency management. It was thorough but could not cover everything. Therefore the bank staff needed to act with flexibility in response to the real situation.

The bank's actions

On the day of the earthquake, the transportation systems were completely paralyzed and only 10 out of 600 employees were able to arrive at the bank's headquarters by 8 o'clock in the morning. However, as soon as employees arrived, the bank formed an emergency command centre both in Kobe and in Tokyo and tried both to check whether other employees were safe and to confirm what damage had been done to the branches in the area. It was difficult to do these things because of the lack of electricity, disrupted telecommunication systems and the shortage of staff. Most of the bank staff were, however, enthusiastic enough to come to their offices, some travelling three or four hours on foot, to restore the bank's facilities. As a result, out of 119 branches that were closed on 17 January, 75 were open by the next day.

The Bank of Japan gave top priority to supplying enough cash for all the banks in the area of destruction; staff were kept busy paying out cash. As a result we avoided social disorder. Sakura Bank kept three times as much cash reserve as normal for several days after the earthquake in order to pay customers whatever they needed to withdraw. The bank also had about 10 staff members dealing exclusively with customers' phone inquiries, both in Kobe and also in Tokyo, since it was not always easy to use phones in the Kobe area.

Besides these activities, Sakura Bank called on its employees and customers outside the disaster area to make donations on behalf of the victims. Donations by the bank's employees amounted to 25 million yen.

Treatment of depositors

This huge earthquake threatened Japan's banking system, with its dependence on on−line computers, for the first time. It made us realize the importance of the stability of the banking system in a modem urban environment. I believe that the special emergency procedures laid down and practised by the Ministry of Finance and the Bank of Japan reassured the earthquake victims. These procedures required that:

− even if the customer's passbook and other documents were lost or burned, the bank should take proper steps to check the person's identity and be ready to pay out;

− the bank should pay out fixed−term deposits even prior to the maturity date, as long as this was acceptable to the bank;

− the bank should open on Saturdays and Sundays to attend to the needs of customers;

− the bank should make special arrangements for new loans related to recovery from the disaster.

Sakura Bank and other banks tried very hard to comply with these procedures. The Kobe branch of the Bank of Japan and the Kobe main office of Sakura Bank also offered space to other banks, whose offices were too badly damaged to open, and helped them carry out their business.

Treatment of customers with loans

On 18 January, Sakura Bank announced special arrangements for rescheduling repayment of loans, for extension of loan periods and for lowering the interest rate in cases of necessity. In addition, low interest loans were introduced for individuals and enterprises who had suffered in the earthquake.

The bank also released its collateral interest in destroyed or fire−damaged houses that were security for loans, and allowed the owners to use the fire and earthquake insurance money for the specific purpose of building new residences.

Helping earthquake victims to rebuild their lives

Sakura Bank established three kinds of loans for the earthquake victims. Firstly, the bank set up home loans so that those who had lost their homes could build new ones. These were 40−year loans with a three−year

150 grace period at an interest rate 0.7% lower than for normal home loans. Secondly, the bank set up home repair loans for repairing damaged residences. Interest on these loans is 2.25% lower than for normal loans of this kind. Thirdly, there were loans for support of living, without security, to help earthquake victims get through the difficult situation. This kind of loan was up to 3 million yen for a period of seven years, with a one−year grace period at an interest rate 4% lower than normal. The bank also allowed persons with existing home loans with mortgage to apply for the new home loans.

The Housing Loan Corporation, a government agency, also set up the same kind of special home loans. So those in need were able to choose from many kinds of loans. However, these special arrangements were not applied to elderly people or to those with low incomes. This is still a big problem today.

For customers planning to reconstruct apartment buildings, Sakura Bank took the lead in discussing financing loans and agreed to suspend mortgage obligations temporarily in some cases. According to a survey by the bank, 117 of 232 damaged apartment buildings needed to be reconstructed. Among them, however, agreement about reconstruction among the usual multiple owners was reached for only 78 buildings. (I am afraid that it will take a long time to reach agreement on reconstruction of the rest.)

Sakura Bank set up special counters at all its branches in the Kansai area to give advice to people in need of loans.

Support for reconstruction

After the earthquake, the government and local authorities worked hard at rescue, near−term survival and plans for reconstruction. On 1 February, Sakura Bank formed a task force for reconstruction open to cooperation with the authorities. The task force set up its own working fund to assist small and medium−sized enterprises in addition to the local government's financial help.

On 1 March, the bank established a Reconstruction Promotion Department in Tokyo and a Reconstruction Project Department at the headquarters in Kobe. These took the place of the task force in cooperating with government and local authorities. Since then the bank and its affiliated Sakura Research Institute has made various proposals for reconstruction.

Now the local governments of Hyogo Prefecture and Kobe City, and other bodies, have four big national projects for reconstruction. These are the promotion of trade and relationships between Kobe, Shanghai and the Yangtze valley, the construction of a health care park (in the same development area where the new headquarters of the WHO Centre will be located), the creation of new industries, and memorial events of the Great Hanshin−Awaji Earthquake. These projects will be carried out by the governments, the local authorities and private companies.

As a leading bank in Kobe, Sakura Bank has committed itself to cooperating with and supporting the said bodies in carrying out these reconstruction projects in the near future.

Industrial reconstruction after the Great Hanshin−Awaji Earthquake

H. Kuramochi1

1 H. Kuramochi is Director General, Commerce and Industry Department, Hyogo Prefectural Government, Kobe, Japan

Impact of the earthquake on industry

Industrial activity has a wide range of impacts on personal and social life through employment and vocation in addition to the part it plays in the economy. The Great Hanshin−Awaji Earthquake had a particularly important impact on industrial activities in two ways.

First, the disaster−stricken area was a highly industrialized one, and consequently the damage inflicted upon industry was enormous and serious. Key industries such as transport, machinery and steel, and various other industries such as sake distillation, fashion and tourism were located in the Hanshin−Awaji area− This area was producing around 10 trillion yen of Gross Domestic Product, and two−thirds of all economic activities of Hyogo Prefecture took place here.

151 The cost of the damage to the area's industry is estimated to be around 5 trillion yen, of which direct damage to business property and equipment accounted for some 2.5 trillion yen and indirect damage, such as business closures, a further 2.5 trillion.

The second prominent feature of this earthquake's impact was that it occurred at a time when the area's industrial structure was in the process of change. A shift was under way from heavy industry to industries more oriented to development, services and information. The premature closure of large factories and the destruction of small and medium−sized ones which were the spearhead of local industrial development as a consequence of the earthquake has disturbed and slowed down the speed of industrial restructuring.

These two features lead us to the challenges that we have to face and deal with after the earthquake. In the short term, we need to stop a downward spiral of the local economy by confidence and quick restoration, and in the medium and long−term, we need to promote the necessary future changes in the area's industrial structure and integrate it into the reconstruction process.

Restoration

Emergency measures to restore industry

Our primary challenge is the earliest possible recovery of industrial activity in the severely damaged Hanshin−Awaji area. In order to ensure this, various emergency measures have been put into operation. These include, for example:

− the establishment of a comprehensive consultation centre for small and medium−sized companies, (offering advice on problems faced by businesses hit by the disaster, such as fund−raising, the procurement of business premises, and legal problems, including the settlement of promissory notes);

− the establishment of loans from an emergency restoration fund at an extremely low interest rate of 2.5% and with no interest payment in the first three years;

− the provision of business premises by constructing temporary factories and cooperative retail stores;

− tax deferment, reduction and exemption;

− campaigns and events to wipe out the negative image of the area and to renew tourism.

To implement these emergency measures, a trans−organizational reconstruction headquarters was established by the national and local governments immediately after the earthquake, and special budgetary arrangements were made by both. So far the national government has enacted 16 special laws and established a 3.5 trillion yen budget (starting with the original budget for fiscal year 1996). The Hyogo Prefectural government has also established a budget of approximately 2 trillion yen for reconstruction so far.

Restoring economic activity

Industry in the affected area was rapidly restored within about six months of the disaster, thanks to the untiring efforts made by both private and public sectors. Although the rate of progress towards full−scale restoration has subsequently slowed down, it is nevertheless continuing steadily. By the end of 1996, it is estimated that economic activity as a whole had been restored to 90% of its pre−earthquake level.

There are, however, increasingly striking differences in the rates of recovery according to types of business. Of course, there has been some delay in restoring some of the local industries which were most severely affected by the disaster, such as the synthetic footwear industry. As far as the manufacturing industry is concerned, production figures generally have been restored to pre−disaster levels thanks to the successful revival of major companies, including those in the steel industry.

On the other hand, the retail, service and tourism industries, which had accounted for about 65% of the net turnover of the disaster−stricken area before the earthquake, are still being affected, mainly because of the movement of people away from the area and because of the decline in tourist traffic. For example, the estimated number of tourists visiting Kobe City in October 1996 was 80% of the level of the same month in 1994. As a result, hotel room occupancies have not yet fully recovered. After implementing the emergency

152 restoration measures, we have begun our initiative to achieve complete reconstruction as follows:

Reconstruction strategy

Our basic strategy for industrial reconstruction is two−fold. First, the full−scale reconstruction projects should aim to construct a new industrial structure that is suited to a society in the 21st century, and not simply restore the region's industry to its pre−earthquake status. Otherwise the economy of this region will not be able to compete either in domestic or in international markets. Second, the favourable characteristics of the region should be used to enhance reconstruction.

Situated almost in the centre of the Japanese archipelago, the Hanshin−Awaji area is an important junction for traffic. The area has also developed as a centre of international trade, with the Port of Kobe. It currently has 97 000 residents of 97 nationalities, 19 foreign schools serve its foreign residents, and it has a good basis for the development of international contacts. The aim of our industrial reconstruction, therefore, is the construction of a new industrial centre that utilizes the economic links with other countries.

Reconstruction plan

A long−term plan for bringing about the reconstruction outlined was formulated in July 1995. That is the Great Hanshin−Awaji Earthquake Reconstruction Plan (we call it the Hyogo Phoenix Plan). It comprises many projects, of which I shall describe several main ones.

First is the creation of an Enterprise Zone. In order to enhance the long−term reforms in industrial structure within the process of reconstruction, industrial activity in the earthquake−stricken area needs to become even more vigorous than it was before the earthquake. The Enterprise Zone project may be regarded as the nucleus of the industrial reconstruction schemes. Under the Enterprise Zone scheme, appropriate sites in the disaster−stricken area are designated as special zones entitled to deregulation and tax incentives as a means of freeing corporate activities for domestic and foreign investment, thus leading to the creation of new industries.

For this purpose, local taxes (real estate acquisition tax and municipal fixed assets tax) will be reduced and deregulatory measures will be introduced. The Enterprise Zone is also expected to function as a market where, as a result of deregulation, imported high−quality goods can be purchased at lower prices, thus encouraging imports and attracting more customers and businesses to the zone. Hyogo Prefecture and Kobe City have already established ordinances which permit the application of special incentive measures to companies located in the zone.

Next, one of the national reconstruction projects proposed last year by the Japanese government's Hanshin−Awaji Reconstruction Commission is the fostering of economic exchanges between the Shanghai−Yangtze Valley economic bloc, which is expected to become an Asian growth centre, and the Hanshin−Kobe economic bloc zone, thus contributing to the economic development of both Japan and China. The project aims to promote direct trade between Japan and China by achieving a substantial reduction in transport costs. To be more concrete, this project includes developing river boats to transport freight directly between the two regions in China and also includes establishing an exclusive berth in the Port of Kobe to facilitate trade. We also plan to construct a new China town nearby the port, with a view to encouraging cultural exchanges as well as economic exchanges.

Beside the Phoenix Plan, there are a lot of projects proposed by the private sector. One of them is known provisionally as the New Industry Creation Research Organization. The object of this project, which operates in collaboration with the Massachusetts Institute of Technology in the USA, is to promote research and to support the development of new industries. Business sectors have come to feel that the process of industrial reconstruction must improve the ability for creative research and development by making use of technologies accumulated in this area and by strengthening collaboration and cooperation with universities and research organizations both in Japan and abroad. After the medium−sized companies within Hyogo Prefecture have completed their assessment of the project, including, for instance, the types of business to be covered by the organization and the scale of research and development, a public corporation will be formed to act as the parent body charged with the promotion of the project. In order to ensure the smooth progress of these various reconstruction projects, the Organization for the Promotion of Hanshin−Awaji Industrial Reconstruction was established in December 1995 jointly administered by the public and private sectors and forming a bridge between them. It supports the commercialization of basic technologies accumulated in the stricken area, it organizes various public relations campaigns and other events to attract customers and tourists, and it promotes investment in the area by Japanese and foreign companies.

153 Conclusion

By now, for industries in the disaster−stricken area, most of the infrastructure problems caused by the earthquake have been solved. However, the exodus of 150 000 residents, reduced consumption within the area, its negative image as a tourist centre, and the potential fear of further relocation of the manufacturing industry out of this area still remain. These factors can impede progress towards full−scale reconstruction, rehabilitation and restructuring. With this in mind, we shall implement the described activities and projects to stimulate industrial reconstruction and pave the way for the new Asia−Pacific era of cooperation and development.

Experience from rehabilitation and reconstruction of Skopje after the 1963 earthquake

D. Jurukovski1

1 D. Jurukovski Ph.D. is Professor and Director, Institute of Earthquake Engineering and Engineering Seismology, University "St. Cyril and Methodius", Skopje, the former Yugoslav Republic of Macedonia.

The Skopje earthquake of 1963 was the first strong urban earthquake in Europe that caused great interest among other countries, humanitarian organizations and the scientific community. Immediately after the earthquake and until 1965, Skopje was visited by a large number of statesmen, cultural and state representatives, scientists and humanitarians, each of them trying to contribute to a faster reduction of the earthquake's consequences. Skopje became a city of world solidarity, but also a city whose experience gave valuable lessons to others. The Skopje earthquake led to the first codes for aseismic design being passed in many countries, including the former Yugoslavia.

Seismotectonic data of the Skopje valley

The territory of Macedonia, as well as the Skopje valley, is situated within the Mediterranean seismic belt which is characterized by very high seismic activity. During the many centuries of Skopje's history, several catastrophic earthquakes have occurred. In the first millennium (518 A.D.) Skopje was completely destroyed by a very strong earthquake which also demolished many other towns in Macedonia (1). The next disastrous event, which is also recorded in the historic documents of Skopje, occurred in 1555 (1). This earthquake destroyed many residential and public buildings and churches. Earlier this century (1921), Skopje was struck by a series of six earthquakes with magnitudes from 4.6 to 5.1 which caused tremendous material losses.

The Skopje valley is situated along the upstream course of the Vardar river. It represents a neotectonic depression infilled with neogene quaternary molassic layers, while the surrounding terrain consists of pre−neogene formations of Precambrian, Paleozoic and early alpine stage, represented by uplifted mountain massifs of a height varying from 1000 to 1700 metres. The central part of the Skopje depression is an alluvium plain at an altitude of 220 to 240 metres, while the surrounding hilly terrain is 250−500 metres in height (2,3). The most important dislocation is along the faults stretching through the town of Skopje from the Vardar zone and east−west, along which lateral, left−direction subsidence occurs (Fig. 4.1).

The last destructive earthquake struck Skopje on 26 July 1963 at 04:17 GMT (05:17 local time). This earthquake had a magnitude of 6.1, an intensity in the epicentral area of IX, and a hypocentral depth of 5 km. The epicentral area was located in downtown Skopje. The tremendous energy released, the shallow hypocentre, and inadequate construction during the pre−earthquake period were the three main reasons for the serious damage to almost all types of structures.

154 Figure 4.1. Geological map of the Skopje area

Building construction of Skopje prior to the earthquake

Before the earthquake, Skopje had slightly more than 200 000 inhabitants. The city had undergone intensive residential and infrastructure construction. In the period from the 1950s to the time of the earthquake, there were two main structural systems in building construction. The buildings up to four floors were constructed of brick masonry with reinforced concrete floor structures. The bearing walls were mainly 25 cm thick and built with lime mortar. The higher buildings had a mixed structural system (masonry and reinforced concrete frames in one orthogonal direction). Only a small number of buildings were built as reinforced concrete frame structures in which the frame system was placed predominantly in one of the building plane directions.

All the buildings were designed to sustain three types of loads, i.e. dead load, life load and wind effect. The wind intensity in Skopje is moderate, and the effect for lower buildings (mostly masonry) is almost none. For higher buildings, the wind effect produces certain horizontal forces that can be compared to slight seismic effects. Despite the fact that the whole territory of the Republic of Macedonia was known as an area of high seismic activity, the seismic effect was not considered in the design of buildings constructed before 1963.

Apart from a weak structural system, in view of their special purpose (department stores, restaurants, etc.), the buildings in the central part of Skopje were constructed with flexible storeys. It was also characteristic of this period that schools, hospitals and other public buildings were designed to sustain the same load, except for the life load which was somewhat higher than that of residential buildings. Consequently, the safety level of all buildings, regardless of their purpose, was more or less the same.

Construction technology was characterized by a conservative approach. Such construction methods did not make it possible to reach the required quality of materials for seismic resistance. Several years before the earthquake, in Skopje as well as in many other towns, the existing old buildings built mainly of masonry were enlarged by one or two floors.

The height of the enlargement depended on the courage of the engineers. Such enlargements of old buildings were very frequent. Reconstruction was carried out primarily to "enrich" the function of the buildings which usually led to weakening of the already rather weak structure.

In the old part of Skopje, on the left bank of the Vardar river, there were many buildings with a timber structure with earth infilling and rather heavy roofs. The ground floors of these buildings were used as shops.

Earthquake damage

The number of killed (1070) and injured (3300) (4) is far below what would be expected with the intensity of damage. There are two main reasons for this:

155 − The earthquake occurred during the summer, when more than 30% of the population was on vacation outside Skopje. The large number of school buildings that collapsed could have had far more severe consequences if the earthquake had happened while the schools were open.

− At the time of the earthquake (05:17) many people were out of their homes, in the streets or on their way to work.

The highest level of destruction was observed in buildings constructed before 1900, while it was somewhat lower for those built between 1900 and 1945. Less destruction but rather heavy damage was characteristic of the buildings constructed in the period 1946−1963 (5). However, a large proportion of these buildings were further from the epicentral zone

The high level of damage to dwellings can be seen from the fact that 3411 dwellings were completely demolished, 11 891 were severely damaged (and were torn down after the earthquake since there was no economic justification for trying to repair them), 14 194 were heavily damaged, and 7081 were slightly damaged (4). Only some 1600 dwellings, or about 4.8% of the total dwellings of Skopje, were considered undamaged. Table 4.4 shows the percentages of dwelling−houses (houses with multiple dwellings), dwellings and living areas damaged in the earthquake.

In addition to the damage to residential buildings, the following damage was recorded to other buildings in Skopje:

− eight primary school buildings destroyed, 22 more or less damaged;

− 11 secondary school buildings destroyed, 13 seriously damaged;

− all the buildings of Skopje University seriously damaged, some demolished soon after the earthquake;

− 32 sports halls lost entirely, 42 damaged;

− nine polyclinics, three hospitals and three pharmacies destroyed, all the other health facilities damaged without exception;

− 12 social welfare buildings destroyed, 37 more or less damaged;

− 18 public and state buildings destroyed, 25 damaged.

Table 4.4. Percentage of losses of dwelling houses, dwellings and useful living areas (After Petrovski J. and Milutinovic Z.)

Degree of damage Dwelling−houses % Dwellings % Useful living area % Inhabitants involved % Destroyed 11.3 9.2 7.0 8.5 Heavily damaged 44.1 33.0 29.9 36.4 Damaged 22.0 32.9 39.9 30.6 Slightly damaged 16.5 20.1 19.8 20.3 Undamaged 6.1 4.8 3.4 4.2 The damage caused to industrial buildings was less severe, mainly because they were on the outskirts of the town, further from the epicentre, and because they were better built to withstand the shock. Only a few industrial buildings such as tall chimneys, a big exhibition hall, a few workshops and the bus station were destroyed. Other industrial buildings withstood the earthquake with less or no damage. The steel mill, which at the time was under construction, suffered only minor damage. Tall reinforced concrete skeleton structures and modem engineered structures such as factories, mills, bridges, dams, underground installations, highway embankments and railways − none of which had been designed to resist earthquakes but had been well designed and constructed for normal operating conditions − suffered little damage. Two concrete dams near Skopje suffered absolutely no damage (5).

The water supply system and some underground telephone cables were damaged by falling buildings or heavy debris. In other places, only slight leaks were found, and in one place only a subsidiary water pipe was

156 damaged by the relative movement of its supporting structure where it crossed a ravine (5).

On the basis of data collected after the earthquake and their classification, the damage distribution map was drawn (Fig. 4.2) for the Skopje area (5). Four principal zones can be distinguished:

− Zone I had the most intense damage and destruction. It is in the centre of the city, protruding to the north towards the left bank of the Vardar river. The same intensity was recorded in the western part of the town (the Karpos II settlement).

− Zone II suffered heavy damage as well as some destruction. It is in the western part of the city and includes a portion of the lower slopes of the Vodno hill and the entire left bank of the Vardar river.

− Zone III had damage of a moderate to heavier character and includes the southern and south−eastern suburbs of Kisela Voda, Prolece and the site of the steel mill under construction.

− Zone IV was characterized by minor and partly moderate damage. It includes the Vodno hill as well as the extreme south−eastern part of the town.

Figure 4.2. Distribution map of Skopje after the 1963 earthquake

According to data from the federal commission of the government of the former Yugoslavia (in which the then Republic of Macedonia was one of the six constitutive republics) (4), the total damage directly attributed to the earthquake was estimated at approximately 1 billion US dollars at 1963 values, while the restitution value of material losses was estimated at approximately 1.2 billion US dollars.

Socioeconomic effects of the earthquake

In addition to the tremendous destruction and loss of human life, the earthquake in Skopje led to the abandonment of some traditional urban customs. Namely, the earthquake occurred during a time when the political system was very much committed to building up social relationships, equality, and personal as well as collective safety. The earthquake made some people leave Skopje − some temporarily and some for good − causing traumata and additional stress to the citizens− All believed that they would eventually return to their destroyed or damaged homes, but a large number of them (about 70 000) were displaced to live in new−suburban settlements. The distance between the suburban settlements was sometimes more than 10 km. People necessarily had to accept new neighbours and to forget the way of life they used to have. This distribution of people changed cultural customs. There was also large−scale immigration into Skopje. It has been estimated that in the years after the earthquake about 300 000 people immigrated to the city, mainly

157 from poor areas. For many years after the earthquake, Skopje had little distinct character. City life and city customs only returned during the last 20 years.

However, the earthquake created possibilities for many of the citizens to improve their economic and social conditions. Those in the new suburban settlements were given houses and land at very low prices, while nowadays the value of that property has risen considerably. The earthquake also led to change in communication between people. Skopje became a city which people travelled from or which they visited, providing many possibilities to meet other people and exchange experience and knowledge.

Rescue operations

The system of civil protection in the former Yugoslav Republic of Macedonia was organized in a semi−military style, directly under the government of the governing party at that time, the Communist Union. Although the citizens of Macedonia and the rescue services had no practical experience of rescue operations under such conditions, according to the documents of the time (4), they moved into action quickly and mobilized efficiently. However, the fact remains, and was emphasized by the media, that in a large number of cases the citizens organized themselves. The army also took a considerable part in the rescue operation.

The earthquake caused tremendous damage to health facilities, particularly hospitals. During the first few hours after the earthquake, the injured were cared for outdoors, and even complex surgery was performed in temperatures as high as 40°C until tents could be erected. In the first post−earthquake hours, the heavily injured were transported to the hospitals of the neighbouring towns of Kumanovo, Veles and Tetovo. Two days after the earthquake, a 200−bed hospital with 209 medical staff was installed in the vicinity of Skopje by the US Army.

In addition to the emergency medical measures, the following operations were undertaken:

− Rescue of people buried under debris, according to some sources, amounted to as many as 10 000 (4). Apart from rescue teams from Skopje, those from several neighbouring towns and from all over Yugoslavia began to arrive after a delay of several hours. A team from France joined the efforts to help find survivors under the debris. Besides the national army, the armies of several other countries, such as Germany, the Soviet Union, the USA and others, were also involved.

− The dead had to be identified and then buried promptly since temperatures were high. On the first day about 300 people were buried.

− In parks and other open areas a large number of tent shelters were set up in the first few days. By the end of August, about 40 000 shelters had been set up in Skopje. People stayed in the tents from several days to as long as several months. By 1 January 1964, only 104 families were still in temporary shelters (4).

− There are not sufficient data on whether drinking water was polluted. However, the population was instructed to use only water that had been boiled. Food distribution was organized for a large number of people.

− In Skopje, disinfection was carried out continuously for many days. Also, vaccination of the population was organized. Despite the favourable conditions for epidemics, none was observed in Skopje.

− The decision of the Government of Macedonia and the city of Skopje to evacuate children, the elderly and all other people who could not actively take part in the rescue operations seemed justified under the conditions at the time. A large number of people were evacuated for periods varying from several weeks to several months. A number of evacuees of 150 000 quoted in some documents seems to be too high.

− The classification of buildings according to level of damage, and the clearing of debris, began immediately after the rescue operations. A large number of experts arrived in Skopje from France, Italy, Japan, the Soviet Union, the USA and other countries, offering professional assistance to local engineers. Red markers were used to identify buildings that should be torn down; yellow markers were used for buildings that would have to be repaired and strengthened; and green markers were used for slightly damaged buildings and those

158 that could still be used.

Reconstruction of Skopje

As soon as the emergency was under control, it was time to face the problem of Skopje's future. In the mind of the citizens there was never any doubt that Skopje must be rebuilt on the same location − and rebuilt as an expanding, earthquake−proof metropolis that was greater and more glorious than ever. Because of that, one week after the earthquake a decision was made by the federal government of former Yugoslavia that temporary accommodation for 120 000 Skopje citizens should be provided by the end of the year − 50 000 in repaired buildings and 70 000 in prefabricated dwellings (6).

By October 1963, moreover, the British scientist Professor N.N. Ambrasey (6) had completed his preliminary investigations for UNESCO and reported that there were no valid seismological grounds for a change of the site − provided that the Vardar river was regulated so as to prevent its flooding waters from weakening the foundations of Skopje's buildings and provided that all new buildings in Skopje were designed to resist lateral loads. In this connection, he recommended the establishment in Skopje of Europe's first Institute of Earthquake Engineering. Meanwhile, the Japanese Government sent a three−person team to advise Skopje city council on earthquake−resistant construction. Many other experts from Czechoslovakia, France, the former Soviet Union, the United Kingdom, the USA and other countries came to the same conclusion that Skopje should be rebuilt on the same site.

The first map of seismic microzonation of the wider urban region of Skopje city was prepared in 1964. In the same year the former Yugoslavia published its first code for aseismic design and construction. One of the very complex and rather costly activities was to repair and strengthen the damaged buildings marked with yellow (salvageable) and green (lightly damaged) within a very short time. Because of our own lack of experience, professional assistance was requested from countries that had faced the problem of urban reconstruction in the past. Expert knowledge gathered from the reconstruction of cities damaged by bombardment during the Second World War was useful to us.

It was only after the enactment of the first code for aseismic design and construction in 1964 that activities were undertaken to strengthen a number of vital structures. The seismic horizontal forces of such structures had to be increased by 50% compared to regular residential structures.

A federal law passed towards the end of 1963 allocated the equivalent of 900 million US dollars for reconstruction of Skopje over the next 10 years. In this period, 98.6% of this was spent. The construction of Skopje after 1973 was financed by the city itself and by the Government of Macedonia.

The enormous destruction caused by the earthquake and the recognized need for new economic development called for a new city plan. Under the auspices of the United Nations, the city plan was developed by local experts with the participation of two urban planning companies (from Greece and Poland). To prepare for this, research was carried out into the geographical and geological characteristics of the Skopje area, natural barriers to urban expansion, future development trends in the region, land values, location of households, and the need for services. Planning was based on the assumption that Skopje by 1981 would have 350 000 inhabitants. This was an underestimate; since 1981 the city counted about 550 000.

Construction in Skopje after 1965

Two events significantly affected the improvement of the quality of construction in Skopje after the 1963 earthquake. The first was the adoption of the first temporary regulations in the form of a law for aseismic design and construction in seismic regions in the former Yugoslavia− The second was the establishment of the Institute of Earthquake Engineering and Engineering Seismology in Skopje, which started work on 1 October 1965.

Just how were the provisions of the new code implemented, bearing in mind that up to 1963 structural engineers had no training in earthquake−resistant construction? The gap in knowledge had to be covered by the newly established institute. Immediately after its establishment, the institute began a two−year course in earthquake engineering, leading to a Master's degree. The lectures were given by eminent experts in the field of earthquake engineering, mainly from Japan and the USA, and by specialists from Canada, India, Italy, New Zealand, Romania, the Soviet Union, the United Kingdom and elsewhere.

Conclusion

159 The experience from Skopje, gathered during the earthquake and during the reconstruction of the city, is extremely important to the wider international community. Several conclusions are particularly relevant:

− Neither the population nor the authorities were prepared for an adequate response in case of such a disaster. However, people organized themselves on their own initiative, and the relevant services were mobilized very quickly. There is no precise information on the actual efficiency of the official authorities in dealing with the consequences of the earthquake.

− Skopje agreed to construct temporary settlements to accommodate 70 000 citizens, but these settlements became permanent later on. This allowed the city to increase to an unnatural size from 200 000 in 1963 to 650 000 today. This increase has caused serious economic, cultural, social and residential problems. Also, very useful agricultural land was lost forever.

− The reconstruction work and the construction of the new Skopje was carried out in accordance with the requirements of the science of earthquake engineering and the advice of experts in this field. Therefore, the quality of the buildings guarantees a high safety level for the citizens. Unfortunately, human memories are short. Nowadays, construction is becoming poorer. Old buildings are being reconstructed without upgrading their seismic safety, inspection during design and construction is becoming less thorough. In Skopje as elsewhere, it is seen that profit often counts more than the safety of human life.

References

1. Skopje (monograph in five languages). Skopje, Assembly of Skopje, 1983.

2. Arsovski M, Hadzievski D. Generation of the Skopje earthquake according to tectonic and seismological observations (original in Serbo−Croatian). Proceedings of II Yugoslav Symposium of Rock Mechanics and Underground Construction, Skopje, Republic of Macedonia, 1967.

3. Arsovski M. et al. Seismological investigations of the Skopje valley and the territory of Skopje city, (original in Serbo−Croatian). Belgrade, Geological Institute of Belgrade, 1964.

4. Jordanovski K. Skopje − catastrophe − reconstruction − experience (original in Macedonian). Skopje, Matica Makedonska, 1993.

5. Petrovski J, Milutinovic Z. Development of vulnerability functions and models for assessment of urban risk. Report for the Commission of the European Committees. Skopje, IZIIS, 1987.

6. Skopje resurgent. New York, United Nations, 1970.

Summary

J. Levett1, C. Ugarte2 and Secretariat

1 J. Levett is Director of International Affairs, National School of Public Health, Ministry of Health and Welfare, Athens, Greece.

2 C. Ugarte is Director, Direccion Nacional Preparacion contra Desastres, Lima, Peru.

Professor M. Gabr of Egypt presented his paper on "Rehabilitation of earthquake victims: social and health aspects (the Cairo 1992 experience)". He first described the consequences of an earthquake of 5.9 on the Richter scale which occurred on 12 October 1992. He mentioned that Cairo sustained the highest damage with the loss of 560 lives, more than 2000 injured and more than 5000 buildings collapsed. Since Egypt is not described as a high−risk earthquake country, Professor Gabr described the event as a rare disaster. This earthquake affected chiefly the districts and administrations of Cairo, Fayoum, Giza, and Kalioubia.

The response and related measures were immediately started by the Ministry of Health with the help of the Egyptian Red Crescent which was responsible for social and psychological follow−up and support of victims. Professor Gabr mentioned that about 50 temporary shelters were immediately constructed for the victims and

160 for health services for them. Strict public health measures were taken and safe running water, soap, refuse disposal bags, and cooking and eating utensils were supplied. Steps were taken to ensure adequate nutrition, psychological care and social support, control of infectious diseases and other health measures.

Subsequently some modest apartments built in Cairo but still vacant, as well as another settlement, were used to house the earthquake victims. The new community was helped to organize sports, adult literacy classes, care for the handicapped, social gatherings and other activities. These activities greatly distracted young people from harmful activities such as drug abuse and violence. Some of the health measures included psychological counselling, nutrition, family planning, vaccinations and AIDS education. As a result, conditions such as depression, insomnia, agitation and other psychological manifestations often seen among disaster victims were not seen. Constraints like bad roads, lack of transport facilities, lack of schools, and security problems were all dealt with within about six months and earthquake victims were provided with an almost more comfortable life than before. Professor Gabr added that the Red Crescent, using some initial seed money, developed a recovery project that financially was virtually self−sustaining.

V.N. Zavgorudko and T.I. Zavgorudko presented a poster entitled "Basic principles of resort rehabilitation of earthquake victims". Having studied the experience of those who work in disaster medicine, including experience after the Neftegorsk earthquake in Russia, they noticed that one universally accepted type of rehabilitation programme was missing. The health status of the Neftegorsk victims demonstrated the need to provide a range of rehabilitation measures, from psychotherapy to complex physical and spa therapy. Such rehabilitation, they argued, is necessary both for the victims and for the rescue workers and others who provide aid in disasters.

Rehabilitation based on active non−medication therapy is rarely used and not well studied by clinicians. A resort has ideal capacity and excellent facilities to provide rehabilitation to disaster victims. It has enough hospital beds, the number of beds can be easily increased, and specialized wards can be organized to provide special types of services according to the needs of the patients. There are also plenty of virtually free but highly effective natural curative remedies such as mineral waters and the therapeutic use of mud. A resort in Russia has well developed transport links and is administratively independent.

Mr Y. Yasuda, General Manager, Kansai Project Development Division, The Sakura Bank Limited, Kobe, Japan, described the aftermath of an earthquake from a bank's point of view. This description was based on the experience of his bank during the Kobe earthquake. Mr Yasuda related how the bank's activities were paralysed during and immediately after the earthquake. This was due mainly to the failure of lifeline services such as electrical power and communication. This means that even if the buildings are strong, one is still vulnerable to major risks and therefore one needs to be prepared. A small number of banks were operational immediately after the earthquake and some provided services on behalf of other banks whose buildings had been destroyed. Special cash supplies were provided from Tokyo and, because there was no shortage of cash, panic or tension never developed.

Mr Yasuda then described the bank's emergency actions, ranging from staff care to making cash available to the public in the shortest time possible. He concluded with a number of lessons learned and recommendations for the future, ranging from the psychological importance of early recovery of cash supplies in a modern society, to help with low−interest loans for emergency spending and reconstruction.

Mr H. Kuramochi of the Hyogo Prefectural Government spoke on "Industrial reconstruction after the Great Hanshin−Awaji Earthquake". Considering that there were existing emergency preparedness plans, the size and extent of the damage took all by surprise. Many lifelines, such as railways, roads, electricity and gas lines, were damaged for months and even years afterwards, and the financial consequences of around 10 trillion yen affected not only Kobe or Japan but to some extent the whole world.

Mr Kuramochi added that early action was taken after the earthquake to invite opinions on rehabilitation from all concerned, including the business community. Support was provided in the form of funds, subsidies, the erection of temporary factories and other measures. He stressed that the industries should not just aim to reconstruct to their pre−earthquake status, but should consider growth and/or diversification for the future. Mr Kuramochi mentioned that such plans included major reconstruction promotion projects such as the Enterprise Zone, KIMEC (Kobe International Multimedia and Entertainment City), a large new convention centre, an import mart and a move from heavy industry to high−technology oriented enterprises and services. Most members of the Great Hanshin−Awaji Economic Revitalization Plan which was formed in December 1995 come from the business community. Within these plans, although still dependent on support from the government, private companies play an important part in Kobe's recovery.

161 The Prefecture's PHOENIX reconstruction plan has among its aims:

− to attract foreign industry by tax rebates; − to provide additional incentives to come to Kobe; − to strengthen the traditional Kobe−Shanghai link; − to construct a new China town.

Mr Kuramochi mentioned constraints, such as the 1.6 trillion yen shortfall in tax revenues in the next 10 years, the fall in consumer demand associated with reconstruction expenses, and the movement of population from the affected areas. So far, residency has reached only 80% of the pre−earthquake level. Suitable remedial measures also have to be taken to deal with this problem and the solidarity of the whole country is still needed.

Dr D. Jurukovski, Director, Institute of Earthquake Engineering and Engineering Seismology, University "St Cyril and Methodius", Skopje, the former Yugoslav Republic of Macedonia, then described the rehabilitation and reconstruction of Skopje after the 1963 earthquake and the lessons learned from this destructive event. The main conclusions from his presentation were:

• There is a need for an overall coordination of multisectoral efforts that could be performed by a civil protection organization.

• Self−organized communities form a crucial element in the success of relief operations after earthquakes.

• Public health issues related to hygiene, food distribution and epidemic control should have the greatest priority after the initial relief phase.

• Lessons learned need to be captured, documented and applied to future development planning.

PART 5 − COUNTRY EXPERIENCES

Lessons learned from the Great Hanshin−Awaji Earthquake

Panelists: S. Baba1, Moderator Y. Nagasawa2, Co−moderator S. Seo3 H. Minami4 Y. Yasuda5 S. Araki6 S. Ben Yahmed7, Rapporteur

1 S. Baba is Chairman, International Institute for Diabetes Education and Study, Honorary President of International Diabetes Federation and Professor Emeritus, Kobe University, Kobe, Japan.

2Y. Nagasawa, is Professor, Department of Architecture, Graduate School of Engineering, The University of Tokyo, Tokyo, Japan.

3 S. Seo is President, Hyogo Medical Doctors Association, Kobe, Japan.

4 H. Minami is President, College of Nursing, Art and Science, Kobe, Japan.

5 Y. Yasuda is General Manager, Kansai Project Development Division, The Sakura Bank Limited, Kobe, Japan.

162 6 S. Araki is Director, The Kobe Chamber of Commerce and Industry, Kobe, Japan.

7 S. Ben Yahmed is responsible for Emergency Preparedness, World Health Organization, Geneva, Switzerland.

The issues

Question 1: What are the factors that were a surprise in the earthquake?

Dr S. Seo, President, Hyogo Medical Doctors Association, Japan, addressed this question saying:

− deaths from fires and injuries were higher than normal;

− most of the deaths occurred in the first day, if not in the first half−day, before any external support was possible;

− no cases needed haemodialysis among the victims who suffered crush syndrome in the first day. However, after two days, cases of crush syndrome rapidly increased so that urgent treatment and also haemodialysis was needed.

Dr Seo also said that medical doctors, among others, were not well−prepared for disaster. It was assumed that the medical facilities would not be damaged during a disaster, which turned out to be untrue. There was also a lack of understanding of the difference between medical treatment in emergencies and disasters, such as first aid and triage for treatment. Communication was impaired, lifelines for water, electricity and gas were broken, and access to medical facilities was also often not possible. There was also a shortage of medicine and equipment.

New systems of communication should be built for emergencies. WHO should play a role in vulnerability reduction and not only in hospital care. Problems should be anticipated because hospitals cannot be built to be 100% safe. Emotional upset is different from post−traumatic stress disorder and must be approached differently. Finally, the mobilization of and cooperation with volunteers should be strengthened and reorganized.

Mr Yasuda said that people were not prepared for the disaster and that the command lines for help had not been clear (between local and central authorities). Also− in streets crowded with private and business vehicles, there was no priority for the fire brigade. He also felt that economic activity should be temporarily suspended in such a situation.

A comment from the floor suggested that 70% of the people alive were rescued by neighbours before the arrival of the local rescue services.

Dr Pretto asked if autopsies were the basis for Dr Seo's data, and this was confirmed.

Question 2: Which effects have most impact on the health and well−being of sufferers?

Professor H. Minami mentioned that among care−providers, post−traumatic stress disorder was observed largely among the nurses. She said that care−providers tend to resist help, they become overtired, neglect private needs and eventually display aggressive behaviour. She said that, when not cared for, they became accident−prone.

Dr Seo added that disaster nursing had already been introduced as a new teaching discipline. He also said that 76% of the deaths were instant. Within the first 24 hours, 4460 people died in the morning and 440 during the afternoon, most of them by suffocation.

Dr Hayashi mentioned from the floor that there were actually few cases of infectious disease because temperatures were low. However, human waste became a problem. The simple matters of finding a toilet and disposing of waste became major issues. Temporary solutions were authorization to use manholes of the sewerage system and the installation of simple, portable toilets.

Question 3: What are the economic and infrastructural measures to enhance vulnerability reduction and emergency preparedness?

163 The two participants from the business and banking sector, Mr Yasuda and Mr Araki, emphasized the fact that initially companies were busy checking the health situation of their employees. They also helped establish a relief and aid fund to which employees and companies contributed. The Kobe Chamber of Commerce and Industry carried out surveys of infrastructure damage, including port facilities, and organized new sites for markets.

The next priority was the re−establishment of production systems to permit a speedy socioeconomic recovery of the whole area. Some 100 000 people moved out of the area and attractive conditions have to be offered to persuade international companies to move into the area. There are still too many regulations obstructing recovery, in their opinion.

Question 4: What are the measures in the health sector to reduce vulnerability and enhance preparedness?

Dr Seo emphasized that, although of vital importance to the victims, the role of doctors is not yet seen as important when it comes to national disaster management and planning. This fact prevents the health community from promoting effective vulnerability reduction and preparedness concerning the health effects of disasters.

Question 5: What are the most important lessons for future earthquakes in the Hanshin region and elsewhere?

Dr Seo felt that receiving the right information quickly would be most important lesson for the future. Also water supplies for essential functions should be safeguarded.

Dr Minami thought that public and professional education for disaster management were most important. Also, research in this field should be better networked and public health centres used in preparedness programmes.

Mr Yasuda said that government and banks must coordinate their actions and practise emergency measures. More initial subsidies and improved insurance schemes should be provided.

Mr Araki felt that infrastructures should be strengthened and bureaucracy reduced to help more effectively in the future. The risk of dependence on computers must be reduced by better safeguarding these machines or by developing a system that makes them redundant. Power failures and provision of necessary back−ups were also a problem and must be improved.

Professor Baba felt that elderly and lonely people should receive more attention to save them from becoming demoralized or even committing suicide. Measures should be taken to make such persons useful in the recovery process.

Moderator's summary

The Great Hanshin−Awaji Earthquake exposed some serious flaws in emergency preparedness, according to Professor Baba. However, a great deal of medical, health, social and engineering knowledge was acquired as a result of the earthquake.

Since then there have been other major earthquakes (e.g. in Sakhalin, Russia and in China) and more will occur. A worldwide strategy needs to be drawn up for disaster relief efforts to be carried out more effectively.

Types and phases of damages

Large−scale disasters change somewhat as time goes on, but the course of damage usually follows a pattern comprising:

− primary damage (danger due to collapse of houses and other buildings);

− secondary damage (increasing damage due to fire from electricity and sparks);

− tertiary damage (panic due to damage to lifelines, roads, shops and medical facilities, followed by a breakdown of family life, worsening conditions of hygiene, and the spread of infectious diseases);

164 − quaternary damage (economic, social and cultural damage affecting the whole country).

Detailed policies for city disaster relief efforts should be planned and implemented on the basis of the above four phases.

Crucial issues regarding the Great Hanshin−Awaji Earthquake

There appeared to be various crucial issues regarding the Great Hanshin−Awaji Earthquake. They were:

− disruption of the information system;

− collapse of the transportation system;

− destruction of lifelines;

− lack of medical instruments and drugs;

− problems of the elderly, disabled people, and bereaved families;

− the rebuilding of communities (a task both challenging and rewarding);

− issues concerning temporary housing units (deaths among persons living alone, psychological and emotional aspects);

− survivors still searching for ways to re−establish their lives (security for tomorrow, seed−money to get started);

− relating the rare earthquake experience to the next generation.

Vulnerability reduction for the future

The moderator noted that vulnerability reduction measures should not be confined to hospitals or to central administrations but should above all be further decentralized to the community level.

He also stressed that funding of vulnerability reduction measures by private sector funds in addition to public ones should be encouraged. Members of the audience made several suggestions of which the most important points can be summarized as follows:

− A disaster management centre was proposed which is to focus on an integrated information system and test the decision−making system under conditions of urgency.

− The rebuilding of communities requires re−adjustment plans for land and jointly owned properties, coexistence of all ages, of bereaved family, the elderly, the disabled, etc. and fail−safe planning of community systems comprising basic design, an adapted civil defence system, and a city design that promotes health and sustainable development at the community level.

Earthquake preparedness in Chile

G.N. Solar1

1 G.N. Solar M.D. is Medico Coordinador, Comité de Emergencias, Servicio de Salud Metropolitano Occidente, Santiago, Chile.

Chile is located in the south−west part of South America. It has a continental surface of 756 000 km2, not including an Antarctic Territory, and is 4200 km long. Chile is one of the countries situated on the Pacific ring of fire and is therefore frequently affected by high intensity earthquakes of up to VII on the Mercali scale. From 1570 until today, more than 100 earthquakes of this severity have shaken the country, and in the last century alone more than 75 important earthquakes have happened.

165 Chile may be divided into three areas of seismic activity. Within the large geographical extension between the city of Arica in the north and the Taitao peninsula (Lat 18°S to 48 °S) in the southern part of the country, the seismic hazard is greater in the north. Seismic intensity is also higher at the coast than in the high mountains. These differences are explained by the displacement of the Nazca plate under the continent. The area with the lowest seismic activity is known as Area I and comprises the Andes Region. It is also characterized by low population density.

Area III, with the highest seismic activity, is the coastal zone indicated that includes cities with a high population density. The density is 150 inhabitants per hectare in Santiago and 40−60 inhabitants per hectare in other cities of this area which have frequently been seriously affected by earthquakes and tsunamis. Fortunately, human loss and injury has been low. The largest recent earthquakes in this area were those in Arica (1987, magnitude 7.0), Antofagasta (1995, magnitude 7.0), Valparaiso (1985, magnitude 7.8), Santiago (1985, magnitude 7.8), Concepción (1975, magnitude 7.8). The most severe earthquake was registered in Chillan City in 1939 (magnitude 9.0 on the Richter scale) and caused 30 000 victims. In that city, situated in Area III, 62% of the houses were made of adobe and 70% of these were destroyed completely. Half of the brick buildings were also destroyed, but only 11 % of masonry buildings were damaged and 20% of reinforced concrete buildings were partially damaged. Chillan City was almost completely rebuilt and today there is little of the old city remaining.

As a result of this event, strict building codes were introduced and have proved their worth in later earthquakes in the same area, such as the 1960 earthquake with a magnitude of 7.0. In later earthquakes, however, some reinforced concrete buildings were partially affected because of poor construction quality.

Preparedness of health services

Hospitals must be ready to provide the best services they can. Therefore there must be prior training by working in a mock emergency situation which includes the structural, organizational and social vulnerabilities. Emergency exercises should then be evaluated to reveal weaknesses. To do this, we have considered various emergency scenarios involving people, hospital installations, public and private institutions, houses and industrial buildings.

Information from such theoretical exercises should be incorporated into regional maps of risk, indicating strengths and weaknesses. These should incorporate the environmental health risk, technological risks, natural risks, epidemiological indicators of chronic and acute pathologies, biodemographic structure of the population, and regional industry since all of these may affect the capacity to maintain a continuous response to population needs. Stocks of critical supplies should also be planned according to known needs. A regional map can thus show both risks and resources. The objective of this procedure is to guarantee the capacity of the regions to help themselves in case of disaster, using a database of permanent stock and its locations throughout the country.

Hospitals in earthquakes

In 1985, an earthquake hit the ports of San Antonio and Valparaiso, as well as the cities of Santiago, Talca and Concepción. There was enormous damage to hospitals and other buildings. Of 536 hospitals in the affected zone, 108 received serious (defined as 33.3%) damage. As a consequence 2796 hospitals beds out of 19 581 (14.3%) were not available. Both large and small hospitals were affected. Repair of the structural damage to hospitals required an extensive investment programme amounting to 18 800 million US dollars for rebuilding 31 500 m2 of hospital space and to repair 134 000 m2. The 1995 earthquake which affected Antofagasta city led to economic losses of only US$ 600 000.

The magnitude of earthquakes, the financial limits of the health sector and the vulnerability of hospital structures have led to the development of preventive strategies defined to protect hospitals and their equipment in case of disasters. We are concerned not just with protecting the buildings and the people in them but with ensuring that the hospital can continue to function when a disaster occurs.

With the premise that proper construction and organization of hospitals can produce a high degree of protection, the Health Ministry of Chile and the Civil Engineering Department of the University of Chile, with the support of PAHO and ECHO−3, have started a project to develop a health care system with controlled risks.

The primary health care approach

166 Primary health care has been developed in the public sector over a number of decades. Emergency education and treatment centres at primary level can help reduce much of the demand on higher levels of emergency care and are a significant help in disaster situations. Experience shows the value of the primary health care approach in communities, as well as in the interaction between public and private institutions. These primary level centres do reduce morbidity in disaster situations. They also help in reintegrating injured persons into community life.

Civil Defence Organization

The Chilean civil defence system is the country's means for disaster response. It involves civil administration, state resources, legislation, nongovernmental organizations, the scientific community and organized groups of the population. One of the elements of the civil defence system is the national emergency plan in which all ministries and state organisms have a role.

The Interior Affairs Ministry is the main support and the home for the civil defence system and responsibility for it falls on the Minister of Interior Affairs. The system relies on a technical organism, the National Emergency Bureau (ONEMI), which by law is appointed "to plan, coordinate and execute the activities destined to prevent or to solve problems derived from earthquakes or disasters". ONEMI today has formal representation throughout the country. It functions at national, regional, provincial and community levels. Given the administrative decentralization of the country, this integrated and coordinated structure is of major importance. For instance, the role of the community with its city hall and its local authority is vital because this is at the level where the initial impact of a disaster is felt and it is here that an immediate response has to be made.

Local coordination and planning are the responsibility of community emergency committees on which are represented all groups likely to be involved. This is the best guarantee of adequate management in case of an emergency. The participation of the armed forces, police, public works departments, civil defence, Red Cross, fire department, community organizations and businesses is fundamental to these committees so that risks, vulnerabilities, resources, inventories and coordinated responses can all be evaluated. The civil defence system is based on the two fundamental principles of self−help and use of resources in phases. For instance, we do not expect an affected borough to ask for immediate help from the national level if it has not used the resources of non−affected boroughs at the regional level.

The role of the health sector in disaster situations

The health sector plays an important role in the civil defence system for many reasons. It must make adequate preparation to assist the victims of a disaster, it has to give medical assistance to the injured, it provides regular care to the non−affected population, and it has to make sure that the environment does not have a negative effect on people's health after the disaster has occurred. The role of the Public Health Ministry in relation to the national emergency plan is elaborated in Fig. 5.1.

Tasks of the Public Health Ministry in case of emergency or disaster

These tasks include:

− planning at Ministry level and with regional secretaries of health services and hospitals and coordinating with the primary care level;

− coordination of the use of private and public capacities;

− giving priority to emergency needs and ensuring the necessary human and mental resources;

− establishing rules to qualify facilities to serve as back−up hospital wards;

− epidemiological surveillance of infectious and parasitic diseases and their control; design and control of emergency stocks and ensuring rapid distribution;

− control and maintenance of the level of health and the standard of the environment;

− ensuring adequate coordination of ground, air and sea evacuation;

167 − taking the human and material resources of the emergency volunteers organization under proper consideration and integrating them;

− using a campaign hospital if necessary; collecting and distributing international and national assistance with regard to health;

− ensuring adequate links to the national emergency telecommunications network;

− reassigning resources of the health sector's budget in coordination with the Finance Ministry;

− reducing vulnerability by means of training programmes for health workers and ensuring hospital safety.

FIGURE 5.1. Extrasectoral coordination: Public Health Ministry

Health sector planning

The Health Ministry's tasks within the national emergency plan must be applied throughout the system down to the primary care level. This calls for coordinated planning at the different levels of health assistance.

Public Health Ministry emergency plan

This plan incorporates the different tasks that must be carried out in this domain by the regional health authorities and health services and by the primary care services.

Regional health ministries emergency plan

Plan development at this level is considered very important because of the need to advise regional mayors in health matters and to coordinate the tasks and resources of local health services and primary health care activities. This plan has the capacity to mobilize regional resources to reduce the vulnerability of hospitals.

Health services emergency plan

This plan should coordinate all health establishments that are under the responsibility of the regional health service and other organizations such as the Red Cross and the police. In the preparation of an emergency plan, special importance is given to developing a map of risks and resources.

Hospital emergency plan

The hospital is the most important establishment when it comes to preparation for disaster. The objective of

168 the hospital is to assist the victims of the disaster while continuing to care for patients hospitalized before the disaster occurred. The hospital emergency plan is the responsibility of the local emergency committee which works with the local emergency service.

Pre−hospital care plan

In regions with more than one hospital, it is necessary to define a process of triage of victims to the different health facilities. For this purpose, two models of pre−hospital emergency care have been developed, one for the metropolitan and fifth−region area, essentially relying on ambulances to transport victims to hospitals and another one for the rest of the country using primary care emergency centres.

Primary care emergency plan

In a disaster situation primary care has strategic importance. This is the level at which first medical help is given. With professional resources it provides help to trauma victims, and reduces excessive demand at referral hospitals. At community level, social problems that result from disasters are often best taken care of within the context of primary health care.

Conclusion

− Planning for disasters must necessarily involves intersectoral coordination in order to define clearly the roles of different bodies involved in the emergency plan and to specify the means by which these roles will be fulfilled.

− The emergency plan must be reviewed periodically in the light of changes to the community and its environment.

− The civil defence system must be strengthened at all levels, which requires major coordination with the health sector.

− Training should be provided to improve the skills of different levels of emergency management.

− Risk maps should be drawn up and reviewed regularly. This task requires intersectoral orientation, adequate technical resources, reliable sources of information and modem informatics approaches. This is an area that is still under development.

− Integrated information and uniform indicators associated with vulnerability criteria should be used in preparing disaster scenarios.

− It is crucial to have efficient management and information on supplies at the national and regional levels, as well as information on emergency stocks in neighbouring countries.

Health aspects of disaster preparedness in the former Yugoslav Republic of Macedonia

Z.V. Milutinovic1

1 Z.V. Milutinovic is Professor, Section for Risk and Disaster Management, Institute of Earthquake Engineering and Engineering Seismology, University "St. Cyril and Methodius", Skopje, The former Yugoslav Republic of Macedonia.

The former Yugoslav Republic of Macedonia is situated in the central part of the Balkan peninsula. It covers an area of 25 713 km2 and borders on Bulgaria to the east, Greece to the south, Albania to the west and Yugoslavia to the north.

According to the 1994 census, the former Yugoslav Republic of Macedonia has 2 001 368 inhabitants, 479 808 households, 553 213 dwellings and 167 568 agricultural holdings. There are 1753 settlements, of which 29 are large urban areas. The capital of the former Yugoslav Republic of Macedonia is Skopje (450 000 inhabitants).

169 Earthquakes

The former Yugoslav Republic of Macedonia is a disaster−prone country exposed to natural and man−made hazards such as earthquakes, floods, wildfires, landslides, epidemics, etc. (Table 5.1). The extent of seismic activity in a country is related to destructive tectonic processes associated primarily with vertical movement of tectonic blocks. Earthquakes of magnitudes 6.0 to 7.8, from 10 seismic zones (Fig. 5.2, Table 5.2) have been experienced in the country. The strongest earthquakes occurred in the Pehcevo−Kresna (1904, magnitude 7.8) and Valandovo−Dojran (1931, magnitude 6.7) seismic zones. During the past 50 years less severe earthquakes have affected the country.

Table 5.1. Classification of hazards by social and economic impact

Major impact Minor impact Earthquakes Landslides Floods Wildfires Social problems Droughts Displaced persons Hailstorms Winterstorms Epidemics Industrial hazards Avalanches Ecological hazards Accidents (road/air)

Figure 5.2. Health care regions in the former Yugoslav Republic of Macedonia in relation to dominant seismic sources

Table 5.2. Major earthquakes in the period 1900−1996

Seismic zone Date, GMT Time Coordinates M I max (d/m/y) (h/m) (N) (E) (occurred) (expected) 1. Skopje−Vitina 26.07.1963 04:17 42.0 21.4 6.1 9 6.5

170 2. Tetovo−Gostivar 12.03.1960 11:54 41.9 20.9 5.7 8 6.1 3. Debar−Peskopija 30.11.1967 07:23 41.4 20.5 6.6 9 6.9 4. Ohrid−Korca 18.02.1911 21:35 40.9 20.8 6.7 9 6.9 5. Valandovo−Dojran 08.03.1931 01:50 41.3 22.5 6.7 10 6.9 6. Pehcevo−Kresna 04.04.1904 10:25 41.8 23.1 7.8 10 7.9 7. Titov Veles 14.09.1922 16:37 41.7 21.4 5.5 7−8 5.8 8. Kicevo−Krusevo 21.10.1988 02:18 41.3 21.0 4.4 6−7 5.8 9. Bitola−Florina 14.09.1920 02:09 41.0 21.4 5.3 7 5.7 10. Tikves−Mrezicko 09.07.1955 23:53 40.9 22.1 5.1 7−8 6.0

M − Magnitude (Richter Scale), I − Epicentral Intensity (Mercalli Scale)

Vulnerability and seismic risk

Although some degree of general risk awareness exists among the people − and among professionals, planners and authorities − a composite risk assessment for the former Yugoslav Republic of Macedonia has not been yet undertaken on a systematic basis or applied to rigorous disaster management and preparedness planning. With the exception of very general hazard maps, maps showing the severity, frequency and duration of hazardous natural phenomena (except for earthquakes) are not available; this is also the case for integrated vulnerability and risk assessment in physical and economic terms.

Probabilistic seismic hazard and risk studies are carried out to estimate disaster demands in terms of physical/functional losses of residential and public buildings, potential human casualties (morbidity and mortality), accessibility of major and minor transportation routes. Studies are also used to establish risk−consistent and economically justified emergency preparedness elements at national, regional and municipal levels. These are performed for three characteristic levels of expected seismic action that comply with the seismic hazard levels incorporated in the existing legislation for design and construction in the territory of the former Yugoslav Republic of Macedonia. These levels are:

− FSE: frequent scale earthquake, or earthquake of five years return period; − MSE: moderate scale earthquake, or earthquake of 10 years return period; − LSE: large scale earthquake, or earthquake of 50 years return period.

Residential buildings

There are five main types of residential and public buildings, including individual family dwellings (Table 5.3) in the territory. Due to the high vulnerability of buildings of weak masonry and of traditional stone or brick construction, significant physical damage (in both extent and severity), causing substantial economic losses, is to be expected in moderately strong earthquakes (5.2 < M < 5.9) or shallow earthquakes (h = 10 − 15 km).1 In strong to catastrophic earthquakes (M > 6.0 on the Richter scale, I > VIII on the Mercalli scale), the physical losses for the above building types will be exceptionally high, causing significant human casualties and physical and economic losses.

1 A typical example is the Bitola earthquake of 1 September 1994 (M = 5.4, I = VII+) which caused heavy damages to 4309 buildings and direct economic loss of 2 205 040 thousand denars (45 million US Dollars), i.e. 3.4% of GNP of The former Yugoslav Republic of Macedonia for 1993

A significant level of earthquake protection for newly constructed buildings was achieved with the implementation of the 1964 and 1981 Codes for Design and Construction of Buildings in Seismically Active Regions (1). However, both codes represent compromises that reflect not only the planned level of protection, but also the development needs and the economic power and potential of the country. Consequently, a certain degree of vulnerability and potential for generating physical losses is also to be expected in the aseismically designed and constructed buildings, particularly when exposed to catastrophic earthquakes.

The Skopje−Vitina seismic zone has the highest physical and economic loss potential, as well as evacuation and shelter needs (Fig. 5.3). This is not because of the expected severity of the earthquakes but due to the very high concentration of population and property. Because of the prevalence of highly vulnerable non−resistant buildings in the region of Eastern Macedonia, the Pehcevo−Kresna seismic zone has the potential for human casualties (Fig. 5.4) in moderately strong earthquakes.

171 Table 5.3. Population and residential floor area by structural typology and urbanization patterns

STRUCTURAL TYPE Total Urban areas Rural areas Population Floor Population Floor Population Floor area area area Earthquake non−resistant 869 722 17 256 468 948 9 100 670 400 775 8 155 492 163 Weak masonry constructed prior to 241 215 4 826 257 87 296 1 694 115 153 919 3 132 141 1960 Masonry constructed prior to 1971 628 507 12 429 381 652 7 406 555 246 856 5 023 351 906 Earthquake resistant 1 164 243 23 019 712 787 13 832 451 456 9 186 800 567 767 Strengthened masonry 873 703 17 333 473 181 9 182 833 400 522 8 150 331 164 RC* Frame systems 184 002 3 589 647 164 069 3 184 024 19 933 405 623 RC Shear wall systems 106 538 2 096 756 106 538 2 096 756 Total 2 033 964 40 275 1 181 735 22 933 852 231 17 338 731 437 292

*RC = reinforced concrete

Health care facilities and the health care system

The network of health care institutions covers the territory of the former Yugoslav Republic of Macedonia in an approximately uniform manner, with a slightly increased concentration in the region of Skopje where the Clinical Centre and the Military Health Care Centre (large army hospital facility) are located. The network of health care institutions is shown in Table 5.4.

Table 5.4. Health care institutions in the former Yugoslav Republic of Macedonia

Type of institution Number Medical centres 16 Health care centres 16 Public health stations (Units) 7 General hospitals 17 Clinics under the Clinical Centre of Skopje 18 Clinics under the Faculty of Stomatology 7 Specialized hospitals for tuberculosis and other lung diseases 3 Specialized hospitals for mental care 3 Institutes for orthopaedics and traumatology 1 Centres for rehabilitation and prolonged care 7 Specialized hospitals 2 Specialized hospitals 10 Regional health protection institutes 10 National (Republic) Health Protection Institute 1 The medical units operating in rural regions of the country are associated either with the regional medical centres or the health care centres. Out of the total number of 297 rural medical units, 188 provide permanent MD service, whereas 109 provide limited MD service by visiting doctors. The medical centres, health centres and the outpatient stations provide primary health care through 43 5 general practitioner services, 113 occupational health services, 157 paediatric health care services for children up to six years of age, 80 health care services for children over six years of age, 62 health services for women, 27 health services for protection against tuberculosis, and seven health services for skin and venereal diseases.

The total bed capacity in the country is about 10 645 beds or 5.5 for every 1000 inhabitants. Of these beds, 4849 are in the general hospitals, 4695 in specialized hospitals, 685 in centres for cure and rehabilitation, 280

172 in spas and 136 in dispensaries. The Military Health Care Centre provides an additional capacity of 465 beds.

The health care facilities are physically less vulnerable since they were mainly constructed after the Skopje earthquake of 1963. They are designed according to the provisions of the 1964 or 1981 codes for design and construction in seismic regions and one may therefore assume that their structure is well protected. However, the capacity for nonstructural damage in strong and catastrophic earthquakes can easily cause them to cease functioning at the very time when their response to increased demands is indispensable.1 It is estimated that functional loss potential ranges from 10.0% (FSE) to 67.0% (LSE) of existing gross floor area.

1 A typical example is the regional medical centre in Bitola which, due to damage caused by an earthquake of M = 5.4, ceased to function for 24 hours.

Estimates have also been made in terms of expected human casualties (Figs. 5.3 and 5.4) and of the capacity of the regional health care system to deal with them during the emergency impact phase. In case of FSE, MSE, or LSE earthquakes in the seismic regions of Strumica, Skopje, Tetovo, Ohrid and Kocani (Fig. 5.2), substantial physical and functional losses of health care floor area, accompanied by significant loss of post−disaster emergency response capacity, are to be expected (Table 5.5). The indices for injuries (Ii) and 2 response (Ip) are defined as follows, Ii = earthquake injury/functionally available floor area [cases/1 000 m ], Ip = non−affected population/functionally available floor area [cases/1 000 m2]. Assuming that the resilience of the economy of the former Yugoslav Republic of Macedonia is quite low, it is unrealistic to assume that much can be done about the indicated vulnerability through preventive engineering.

Transportation network

It is estimated that 80.0% of the total length of the principal transportation network (942 km) is exposed to moderate potential for geological instability, while 18.3% is exposed to high potential (Fig. 5.5). Out of 1389 km of regional transportation network, 78.8% passes through terrain of medium potential for geological instability in seismic conditions (MSE earthquake or stronger) whereas 17.0% passes through terrain of high potential.

Figure 5.3. Estimated loss potential on residential gross floor area and needs for emergency sheltering by dominant seismic sources (Seismic source numbers correspond to source numbers of Table 5.3)

Heavily Damaged and Collapsed Residential Area

Collapsed Residential Area

173 Homelessness

Figure 5.4. Estimates on population casualties (injuries and mortality) by dominant seismic sources/Earthquake occurrence at 24:00h / (Seismic source numbers correspond to source numbers of Table 5.5)

Light Injuries

Injuries for hospitalization and Immediate Medical Attention

Deaths or Unsavable

174 Figure 5.5. Non−accessibility of principal and regional transportation routes estimated for LSE earthquake scenario

Table 5.5. Expected physical and functional losses and post−earthquake response capacity indices for FSE, MSE and LSE earthquake scenarios

EARTHQUAKE SCENARIO FSE MSE LSE min max min max min max PHYSICAL LOSSES (in %) Heavily damaged Hospitals and clinics (KU) 7.69 28.82 (SR) (KU) 13.10 45.58 (SR) (BT) 31.87 48.12 (OH) Medical centres (PP) 6.41 32.89 (SR) (PP) 11.22 50.22 (SR) (PP) 23.69 49.33 (SK) Medical units (PP) 5.68 31.81 (SR) (PP) 9.90 50.87 (SR) (PP) 20.79 49.60 (SK) Collapsed Hospital and clinics (PP) 0.14 4.54 (SR) (PP) 0.29 16.41 (SK) (PP) 3.66 40.63 (SK) Medical centres (PP) 0.55 5.19 (KO) (PP) 1.17 21.97 (TE) (PP) 6.29 48.96 (TE) Medical units (PP) 0.40 2.75 (SR) (PP) 0.84 25.62 (OH) (KU) 3.25 42.18 (OH) FUNCTIONAL LOSSES (in %) Hospitals and clinics (KU) 7.96 33.96 (OH) (KU) 14.54 58.55 (SR) (BT) 40.72 82.16 (SK)

175 Medical centres (PP) 6.97 36.95 (KO) (PP) 12.39 64.25 (ST) (PP) 29.29 82.01 (TE) Medical units (PP) 6.08 34.56 (SR) (PP) 10.74 63.63 (OH) (PP) 25.62 79.09 (OH) RESPONSE CAPACITY Injury index, Ii Hospital, clinics and medical centres (PP) 3 219 (SR) (PP) 7 667 (SR) (PP) 4 1142 (SR) Medical units (PP) 9 848 (SR) (PP) 29 2528 (SR) (PP) 135 4106 (SR)

Response index, Ip Hospital, clinics and medical centres (ST) 3 12 (SR) (ST) 3 19 (SR) (PP) 5 25 (SR) Medical units (SK) 3 70 (SR) (SK) 4 115 (SR) (SK) 8 160 (SR)

Note: Physical and functional losses are presented in % of total existing health care region (HCR) floor area of corresponding medical building classes

High risk HCRs: SR−Strumica, SK−Skopje, OH−Ohrid, Ko−Kocani, TE−Tetovo Lower risk HCRs: KU−Kumanovo, BT−Bitola, PP−Prilep, ST−Stip

Disaster management in the former Yugoslav Republic of Macedonia

Traditionally, each large−scale disaster in the territory of Macedonia within the former Yugoslavia was handled separately by specially−formed committees and directorates responsible for physical reconstruction and rehabilitation of disaster−stricken regions and revitalization of economic and social functions. Interdisciplinary disaster management, including prevention and preparedness, is a relatively new concept used for efficient and effective mitigation of the expected destructive effects of natural and man−made disasters.

Preventive engineering

Standard legislation defining the procedures and the requirements for seismic protection chiefly refer to the issue of mitigating damage to buildings, engineering structures and other facilities. The first Regulations for Construction of Buildings in Seismically Active Regions1 (as reported above) were introduced in 1964 after the catastrophic Skopje earthquake of July 1963. The technical measures for repair, strengthening and reconstruction of high−rise buildings (reinforced concrete and masonry structures) are defined in various technical regulations.2(2−4).

1 Official gazette of SFRY, 39/64. 2 Official gazette of SFRY, 52/85.

Protection of the population, material property and the entire living environment of the former Yugoslav Republic of Macedonia against other natural or man−made disasters is regulated by abundant legislation. This includes laws on water3, on protection against fires4, on protection against explosions,5 on health care,6 on protection of animals against contagious diseases,7 and on protection of flora against diseases and damage.8 These lawa are accompanied by extensive complementary regulations and ordinances.

3 Official register of SRM, 28/87. 4 Official register of SRM 43/86, 37/87, 51/88 and official register of RM, 12/93. 5 Official register of SRM 4/7 8, 10/78, 51/88, 36/90 and official register of RM, 12/93. 6 Official register of RM, 38/91. 7 Official register of RM, 83/92. 8 Official register of RM, 83/92.

Emergency management

176 Protection of lives and public health as well as of property against natural disasters (earthquakes, floods, landslides, avalanches, heavy storms, droughts, and other disasters) is regulated by the provisions of the Law on Protection Against Natural Disasters9 and the Law on Defence.1 The civil defence forces are organized by the government and are to be used for emergencies as defined by an ordinance of the government.2 The duties of the civil defence headquarters are defined by the Law on Protection Against Natural Disasters.3

9 Official gazette of SFRY, 39/77, 47/89. 1 Official register of SRM, 8/92. 2 Official register of SRM, 8/92, chapter VI. 3 Official register of SRM, 3 9/77, chapter V.

Activities to mitigate or eliminate a threat or effects created by a natural disaster are defined in disaster management plans. The content of the disaster management plans is precisely defined by the Law on Protection Against Natural Disasters.4

4 Official register of SRM, 39/77, article 48.

At municipal level (Fig. 5.6) disaster management plans are enforced and administered by the municipality although the government is involved in developing and coordinating them. Criteria for planned and organized evacuation of the population in case of, or under the threat of, a military conflict as well as natural or man−made disasters are defined within the Regulations for Criteria for Evacuation of the Population of S.R. Macedonia.5

5 Official register of SRM, 34/87

Relief system

In case of large−scale natural or man−made disasters or epidemics, a state of emergency may be declared for the entire territory or part of it, in accordance with the Constitutional Law of the former Yugoslav Republic of Macedonia.6 The state of emergency shall be declared by the parliament by a two−thirds majority, upon request of the President, the Government or a minimum of 30 (out of 120−140) members of the parliament. The validity of the decree is 30 days. During the state of emergency, the Government can order directly, or through the headquarters of the civil defence, the mobilization of the civil defence forces. First the public service for monitoring, warning and information is initiated. Then designated persons in the population itself, as well as any other measures which are necessary according to the Law on Protection Against Natural Disasters, are mobilized for effective and efficient protection of people and property.

6 Official register of RM, 52/91

Protection and rescue measures are being planned, prepared and executed to minimize and mitigate the consequences of disaster. These measures include warning the population; evacuation; sheltering; rescue from ruins, floods and explosions; medical first aid and fire protection. For military events additional measures such as camouflage would be organized.

Civil protection forces are responsible for undertaking all humanitarian activities and tasks related to effective and efficient protection and rescue of the population and property in the country, as well as for providing conditions for direct and immediate intervention to prevent disaster. The civil protection forces consist of local forces (headquarters, commissioners and units) and manoeuver forces (headquarters and specialized units).

Local civil protection forces (Fig. 4.7), formed within the companies, public institutions and services and units of the local self−management authorities, are also involved in protection and rescue operations in neighbouring endangered areas close to the municipality/region where they have been formed.

Civil protection manoeuver forces are formed as special units and headquartered at state level as well as within businesses and facilities of vital interest. They are specially equipped, trained and prepared for performing complex and comprehensive tasks, primarily in the region where they have been formed and, if required elsewhere, in the territory.

177 Figure 5.6. Organization of civil protection at regional/local level

Health−related preparedness measures and response

The Law on Health Care prescribes that the Ministry of Health and the health organizations should define their tasks for providing health protection to the population in emergencies. The Ministry of Health and the health organizations are obliged to provide the necessary resources, reserves of drugs and other medical supplies, and medical staff to meet the needs arising in emergency conditions.

In an emergency situation with mass casualties, particularly one caused by a strong to catastrophic earthquake, reanimation units (surgeons and anaesthesiologists) are to play an essential role. In total, the health care system of the former Yugoslav Republic of Macedonia has 206 surgeons (153 general surgeons, 15 neurosurgeons, 9 paediatric surgeons, 29 urology surgeons), 16 maxillo−facial surgeons, 68 orthopaedic surgeons, 213 specialist obstetricians, 78 specialist otorinolaringologists, 88 specialist ophthalmologists and 112 specialists for anaesthesiology, reanimation and intensive care.

In the first 24 hours after a serious disaster, medical teams will be deployed and supplies provided for extensive first aid and field triage at easily accessible open locations (school yards, medical units or other public facilities). Transport will be provided for urgent medical cases. From the more distant medical centres, reanimation units will be deployed to provide in situ triage, as well as to organize a field hospital. Due to the lack of special medical vehicles, mobile surgical vehicles or medical helicopters and because of the age of the health system's vehicles, only 200 patients can be transported within 24 hours at present. For the injured needing hospitalization, nearby medical centres in non−affected areas can provide about 1500−2000 hospital beds in an emergency.

During the second day, or the third at the latest, a field hospital with several surgical units will be deployed. A large number of injuries will result in lack of surgical supplies and consequently will require certain improvisations based on available medical and other resources. The age of the medical equipment in use and its non−transportability from stationary facility, could also cause serious problems that may delay deployment of the field hospital and could affect its efficiency. Transportation capability will increase during the second and the third day due to the use of adapted buses and trucks mobilized from the public transportation services.

Conclusion

Natural hazards are an integral feature of the Macedonian environment. However, their potential has been given little attention in national and regional economic and physical planning. The existing conditions, particularly the vulnerability and risk, are a result of development planning that seldom took direct or indirect account of natural hazards. This is a striking fact, since many of the elements of development planning are precisely the same as those of disaster prevention planning.

Disaster prevention engineering is a long−term and expensive measure. Considering the size of the existing man−made environment, preventive engineering can be afforded gradually and only on a long−term basis. Achievements of otherwise good planning can be, as so often in the past, wiped out in minutes because of

178 failure to account for the disaster potential of natural hazards.

Presently, the economy of the former Yugoslav Republic of Macedonia lacks the capacity and resilience for undertaking consistent long−term preventive engineering measures and absorbing the potential losses resulting from large−scale disaster. Consequently, emergency preparedness is aimed at substantially reducing the impact of disasters on a cost−efficient basis that is affordable in the present economic conditions.

The health care system presently does not have the capacity and equipment to manage efficiently major emergencies of MSE and LSE scale or even for an FSE emergency. Thus appeals for speedy assistance from the international community will probably be required in case of a major disaster in this area.

Acknowledgements

The results, statements and conclusions presented are based on studies carried out for the International Federation of Red Cross and Red Crescent Societies, Geneva, the Macedonian Red Cross, and the World Health Organization Regional Office for Europe, Copenhagen. The results presented have been achieved through joint efforts between the author and many of his colleagues, in particular those from the Section for Risk and Disaster Management of the Institute of Earthquake Engineering and Engineering Seismology, University "St. Cyril and Methodius", Skopje, as well as through fruitful and constructive discussions with representatives of the Ministry of Health and Ministry of Defence of the Government of the former Yugoslav Republic of Macedonia.

References

1. Petrovski J, Milutinovic Z. Earthquake damage prediction modeling for the needs of physical and urban planning. Report IZIIS 84−084. Skopje, Institute of Earthquake Engineering and Engineering Seismology, 1984.

2. Gorevski V. Attitude of the former Yugoslav Republic of Macedonia toward disaster management. Proceedings of the multinational exercise Rescuer '96, Ohrid, 21−25 October 1996.

3. Sutinovski Z. Organization, disaster response capacity and problems of the health care system of the former Yugoslav Republic of Macedonia. Proceedings of the multinational exercise Rescuer '96, Ohrid, 21−25 October 1996.

4. Tasevski B. Disaster relief system of the former Yugoslav Republic of Macedonia. Proceedings of the multinational exercise Rescuer '96, Ohrid, 21−25 October 1996.

Public health preparedness in relation to disasters

J. Levett1

1 J. Levett is Director, International Affairs, National School of Public Health, Athens, Greece

Misfortunes, calamities and catastrophes of varying magnitudes are all too often a part of life. The most recent disaster to hit Greece occurred earlier this year when several areas suffered catastrophic flooding. It destroyed property and took lives. This followed close on the heels of the tragic capsizing of a Greek ship in rough seas in late 1996, trapping all but one of the 21 passengers.

A perusal of the international press or an evening viewing television reveals the enormity of such problems that face organized society worldwide − a train crashes, a bridge collapses, a bomb explodes, the earth trembles. Not infrequently, terrorist acts occur and waves of vulnerable immigrants create serious cross−border health problems for the nations that receive them. Radioactive fall−out from such nuclear accidents as those at Three Mile Island or Chernobyl can affect large geographical areas.

Emerging situations demand an immediate assessment, and they need to be optimally contained. Rapid overall response must be ensured and follow−up reconstruction and rehabilitation must be a part of disaster mitigation. When catastrophe strikes, infrastructure is damaged or destroyed, agriculture is impaired, violence may erupt and health problems occur. The uncontrolled violence which can erupt after a disaster compounds

179 health problems and requires special safety measures, sometimes with international dimensions. The containment of all adverse consequences is imperative in every emergency situation. A simplified taxonomy of both natural and man−made disasters is provided in Table 5.6. While most experts usually omit the political dimension, most tacitly believe that it can play either a positive or a negative role in disaster mitigation. Mitigation is aided through sound policy enactment and national preparedness, both products of a well−articulated safety culture.

Public health dimensions

The reduction of the health consequences of emergency situations is an important element in overall response to disaster and minimization of threats to public health should be viewed as a humanitarian activity. Public health preparedness is an interdisciplinary activity with political and social dimensions that deals with risks to the health of the population. It is indispensable to risk reduction for the entire population, and as such it must assume a central position in a society's priorities.

Public health preparedness may involve immediate technical assessment, specialized medical care and the provision of drugs and medical supplies. It should also include policy and guidelines, coordination, technical competence and training of appropriate manpower. Important factors include the prediction of disaster impact, the design of future scenarios and the development of a supportive scientific and research arm for disaster public health.

Table 5.6. Table of disaster characteristics

A) Large scale man−made risks Jetliner crashes Passenger liner sinkings Toxic chemical release Nuclear accidents Industrial accidents Terrorism/ecoterrorism Socioeconomic calamities B) Catastrophic naturally−occurring risks Earthquakes Volcanoes Tornados/typhoons Tsunami Floods/forest fires Mudslide/avalanches Heatwaves/drought Pest infestation/epidemics C) Essential features of disasters Infrastructure disruption Agricultural and economic disruption Safety, security, law and order Health disturbance Political dimensions A particular role of public health is to identify and quantify health hazards that are threats or potential threats to communities and to make recommendations to public authorities with respect to the options and course of best response. When a disaster occurs (event) the damage will be minimized if the affected community has a high level of preparedness and proactively designed interventions available to it for immediate implementation. The event (as shown in Fig. 5.7) is characterized by its strength (magnitude) and duration and by the space it occupies (spread) and augmentation of any one of them can potentially result in increased damage. Damage will grow if accessibility to the site is difficult, and will be reduced overall if the immediate response is optimal and rehabilitation is a built−in factor.

180 Figure 5.7. Conceptual overview of disaster

Experience from previous disasters provides for more effective and efficient response and for improved short−term and long−term rehabilitation at the next one. Mitigating interventions can be designed only after the analysis of disasters, and experts have analysed more than a thousand of them. The analysis provides a useful assessment of the common attributes or "essential features" of any disaster. A descriptive overview of health disturbance dynamics subsequent to a disaster is given in Fig. 5.8. The time−frame shown spans the pre−disaster and post−disaster response periods. It covers part of the preparedness (P) phase, the intermediate response to disaster and the follow−up rehabilitation phase. A disastrous event provokes a transient health disturbance (HD) of some magnitude in the affected community and is represented by the B curve. Its inverse configuration is a measure of health status. The HD following a disaster can be constrained or minimized if the interventions during the immediate response phase are well−designed, if P for the community is high and if its vulnerability (V) is low. Commitment to policy development and disaster management, as well as to Health for All by the Year 2000 and beyond, will result in the evaluation of the P function and a reduction of the V function respectively. Consequently, B curve "a" represents the best response to disaster, illustrating the conditions when P is maximized, V is minimized, and the interventions in the immediate response and rehabilitation phases are optimal. B curve "d" is the scenario for HD subsequent to a disaster when P is low, V is high, and interventions are not knowledge−based or poorly designed. It can be argued that the combined costs to society to promote an incremental increase in P (dP) and an incremental decrease in V(dV), will be more than offset by the savings gained by an incremental reduction in HD(dHD). This will have a tendency to shift the B curve from position "d" to "a", thereby reducing the disturbance to health. It should be noted that all other essential features will undergo a transient response, and that they are interactive in some way. Consequently, destruction of infrastructure or the eruption of violence can have adverse effects on health and elevate the "b" curve.

181 Figure 5.8. Transient health disturbance following disaster

Response to disaster

The immediate medical response to disaster is search and rescue. To ensure maximal survival rates of trapped victims after an earthquake, they must be reached in the first few− hours in order to reduce the effects of crush and of dust inhalation. This response requires medical expertise. Some of the very basic public health functions are adequate temporary shelter, an adequate and clean water supply, adequate nutrition, and health coverage for the inhabitants of the affected area. The health sector must be prepared to take on this responsibility and be prepared to take action.

The consequences to prepare for disasters include shutdowns of the electricity grid, disruption of telecommunications, damage and pollution of water supplies and destruction of roads and bridges, atmospheric pollution and epidemics. In the event of a disaster the basic utilities must be restored quickly. Of immediate priority after an earthquake are the seriously injured, without neglecting patients with chronic conditions. The psychological strain on the community and the rescue workers needs major attention under post−disaster conditions. Housing and rapid resettlement are essential to infrastructure renewal and the reduction of the problems of long−term psychological fall−out. Longer term examination of the "housing aftereffects" of an earthquake is also essential, and this requires the mobilization of other sectors in an organized society. In the case of epidemics, hygiene is of the utmost importance, as is the provision of vaccines and other supplies.

Short−term and longer−term effects

The physical and mental health effects on the affected population and the adaptability of vulnerable groups such as the elderly should be monitored in both the response and rehabilitation phases of a disaster. Adverse effects on health can result through the "psychological pathway" and may include fear, stress, sleeplessness and difficulty in concentration. All these effects have been reported as a result of disasters in Greece, but in−depth studies have not been undertaken to assess the severity and fill in the details.

An added stress factor stems from financial issues. For example, the buying of a new home or the renovation of an existing structure to replace the one lost as a result of the disaster necessitates not only bank loans with low interest rates but also a comprehensive community programme of overall rehabilitation.

Of particular importance are the special problems of the elderly. With the ageing of the population and rapid growth of urbanization, more attention will have to be paid to the elderly as a subpopulation and as individuals with special needs with respect to disaster preparedness and response.

182 Preparedness in Greece

Greece is a Mediterranean nation in the Balkan peninsula and a member state of the European Union (EU). The EU has undertaken important initiatives to protect its citizens in case of emergency situations. Greece is located in a region of considerable seismic activity. Past earthquake experience (frequency, severity, human costs) is presented in Table 5.7.

Table 5.7. Earthquake experience in Greece (1953−1995)

Year Location Extent of damage 1953 Ionian Islands 455 dead, 4380 injured 27 659 buildings destroyed 1954 Kardisa 25 dead, 157 injured 6599 buildings destroyed 1956 Amorgo 53 dead, 100 injured 529 buildings destroyed 1978 Thessaloniki 45 dead, 220 injured substantial damage 1981 Alkiondes (Corinth) 18 dead, 500 injured 12 226 buildings destroyed 1986 Kalamata 20 dead, 300 injured 2077 buildings destroyed 1993 Pirgo Ilias 1995 Aegeio Several dead and injured Buildings damaged and destroyed More than 1,000 persons displaced

Source: Ministry of Health

Greece receives a high number of immigrants, especially from Albania. It is also both the cause and the victim of a number of negative aspects of industrial and commercial development on land and in the surrounding seas. Catastrophes of varying magnitude visit Greece in various forms: heatwaves and forest fires in summer, city pollution, flooding, earth tremors and earthquakes, and various types of industrial accidents throughout the year.

Great importance is attached to informing the population with respect to their most effective means of protection. The Ministry of Health has organized projects which prepare citizens to deal with emergency needs caused by events such as earthquakes. It is currently planning additional steps for more effective protection of the population. However, improved planning and coordination is necessary at all levels, as are improved information systems. There are special departments in a number of government offices which coordinate the supply of immediate technical aid to areas of need. In the Ministry of Health there is a special project to mitigate the consequences of disasters that result from earthquakes and that require rapid mobilization of resources both centrally and regionally. When an earthquake is registered in a region, the appropriate authorities put disaster plans into operation. Search and rescue is organized and an assessment of victims and damage is undertaken. Under normal conditions, preparedness should be ensured with respect to the availability of medical supplies and of adequate resources for social and economic recovery. A typical example of a follow−up of the actions taken and their effectiveness is presented in Table 5.8.

The relevant departments of several ministries take an active part in training the population for emergencies, including the more effective use of technology. Most importantly, learning from experiences and using the results of ongoing research is receiving greater emphasis. Hospitals and health centres must have well−developed disaster plans and should conduct periodic disaster drills as part of their preparedness. Emergency system design and intersectoral coordination are still not sufficiently developed and effective measures for rehabilitation and reconstruction are quite limited. Services relating to basic lifeline restoration usually work reasonably well. Education and training in the fields of disaster management and public health consequences of disasters are extremely limited, and clearly special efforts should be undertaken to improve this situation in Greece and elsewhere.

Response of the media

183 The subject of earthquakes is a frequent topic for the mass media in Greece since earth tremors are all too common and occasionally an earthquake occurs. Controversies have been presented in the mass media regarding the prediction of and response to earthquakes, including discussions on public trust and confidence in science. Such coverage often highlights shortcomings in the health system and the virtual absence of a government role in rehabilitation. The threat to public health after an earthquake, such as by contamination of the water supply and potential for epidemics, is emphasized. One subject that is frequently covered is the need for special medical facilities, whereas training for preparedness and information systems to aid disaster management are featured less often. Most recently the press has more closely examined societal response with respect to the rehabilitation of victims and particularly the need for shelter after a catastrophic event.

Table 5.8. Resettlement and effectiveness of measures

A) Description of disaster 1995 Aegeio Several dead and injured Buildings damaged and destroyed More than 1000 persons displaced B) Resettlement Shelter type (up to 6 months afterwards) Number of people % Total Family dwellings 229 38 Rented space 218 36 Tents 170 28 Homemade shelter 124 21 Container 121 20 Adjacent structures 88 15 Ship 59 10 Other safe house 45 7 Friends 22 35 Hospitals (not as patients) 6 1 Hotel 4 <1 Other 74 12 C) Implementation of announced measures Incomplete 32.6% Partial completion 56.8% Completion 10.6%

Source: National Sociological Institution

Balkan Network for Health

We have conceptualized a Balkan or regional network for collaboration in public health, the exchange of experience and knowledge, sustained communication, and the deployment of special skills during emergencies in the region. Rapid needs assessment and mutual assistance have been discussed. Cross−border problems also have to be addressed, such as the high prevalence of tuberculosis in Albanians entering Greece.

In the future, a Balkan network for public health could be supported by scenarios of potential disasters, mathematical models for disaster response, improved disaster plans and preparedness strategies. It could also produce a first qualitative forecast of damage to be expected, based on the duration and magnitude of the event, its geographical extent, and the accessibility of relief workers and agencies to the site. The network could act as coordinator for public health activities during emergencies in the region and as a catalyst for supportive research with the purpose of vulnerability reduction.

Conclusions

Disaster management, as demonstrated by the performance of central, regional and local government, nongovernmental organizations (including volunteers) and external agencies, works well in Greece. However, much of the immediate and successful disaster response is attributed to the population in the affected area.

184 Therefore, communities at high risk should have access to preparedness training. According to the Ministry of Health response profile following the 1986 earthquake in Kalamata, sanitary conditions and sanitation were restored, food supplies were ensured and infectious disease was under control within a few days of the disaster.

However, training in disaster management needs to be developed further and longer−term rehabilitation problems still persist. The National School of Public Health has also been strengthened as a resource of the ministry. As a teaching, service and research institution it could provide considerable support for training of personnel with respect to disasters and could serve as a focus for the development of regional partnerships. More precisely, it could be the focus for the inauguration of graduate level training in disaster management and public health and would become an integral part of overall preparedness.

Country profile: Costa Rica

D.E. Rodriguez1

1 D.E. Rodriguez is Chief, Department of Medicine, Calderon Guardia Hospital, San Jose, Costa Rica.

The Republic of Costa Rica is located in the Central American isthmus between the Atlantic and Pacific oceans. Its territory covers 51 100 km2 and its geographic position, narrow isthmus, tropical climate and mountain systems account for the risk from natural phenomena such as hurricanes, floods, landslides, earthquakes and volcanic eruptions. In Costa Rica, seismic events are caused by three mechanisms: interplate events, intraplate (local) faults and volcanic activity.

The seismic activity along the Pacific coast is due mainly to the direct influence of interaction of the Coco−Caribe plates. Historically, although these earthquakes have reached magnitudes of 7.7 on the Richter scale, they have not been very destructive because the activity occurs at depths greater than 20 km and the epicentres have not been close to the main population centres. Examples of this type of seismic activity have been the Tempisque River earthquake in 1950 with a magnitude of 7.7 on the Richter scale, which occurred in the northern region of the Pacific coast, and the Golfito earthquake in 1983 with a magnitude of 7.3 on the Richter scale which occurred in the southern region of the Pacific coast.

In the valleys and mountains in the interior of the country, the seismic activity is due to local fault lines. These earthquakes have been the most destructive and lethal in spite of their moderate magnitudes (less than 6.5 on the Richter scale), because the activity is superficial (less than 20 km deep) and the epicentres have been close to population centres.

Examples of this activity are the Cartago earthquakes which have destroyed the old capital several times, the last one being in 1910 with a magnitude of 5.5; the Tilarán earthquake in 1973 which had a magnitude of 6.5 and reached an intensity of IX; and the Perez Zeledón earthquake in 1983 which had a magnitude of 6.1, reached an intensity of IX and caused severe damage to the local hospital which had to be rebuilt. The Limón earthquake in 1991 had a magnitude of 7.5 on the Richter scale and caused widespread destruction along more than 100 km of the Atlantic coastline, damaging more than 10 000 houses and over 309 km of roads and destroying five major bridges. The regional hospital and several local clinics had to be evacuated due to severe damage and were later rebuilt. There was also destruction to lifelines and agriculture due to liquefaction of the soil and landslides and an elevation of the coastline of up to 2 m. All of these disasters altered the ecology of the regions they affected. The volcanic activity occurs mainly near the volcanic cones and has caused landslides.

The frequency of earthquakes, and the destruction and death that they have caused, have led to the passing of laws concerning construction techniques and siting of buildings, earthquake and fire hazard prevention and mitigation, and disaster preparedness education.

Recently the seismic building code of 1977 was updated to incorporate what was learned from earthquakes in California. Specifically, three of the major hospitals of Costa Rica underwent structural reinforcement because they had been built according to an older and less strict code.

The country's response to disasters is coordinated through the National Emergency Commission which was established in 1969. It is guided by a board of directors representing several government institutions, including

185 the Ministry of Health and the Costa Rican Social Security, as well as the Costa Rican Red Cross. The Commission and its various divisions and advisory committees include representatives not only from these institutions but also from international organizations such as the Pan American Health Organization.

The fundamental role of the National Emergency Commission is to coordinate the efforts of public and private institutions to cope adequately with disasters through a national emergency plan. The plan has appendices relating to the role of several sectors (including the health sector). Regional and local committees, with representatives of the institutions that form the board of directors and from local organizations, function in all regions and most towns of the country.

This organization has stood the test of time and several natural disasters. For a country with very limited resources, no armed forces and significant vulnerability, the approach to disasters has improved over the years and the advances have been recognized by national and international institutions. Costa Rica was awarded the Sasakawa Prize in 1994 for work in this area.

The health sector comprises the Ministry of Health which is responsible for the prevention of ill−health and the promotion of health, the Costa Rican Social Security which is responsible for medical care in hospitals and clinics, the Costa Rican Red Cross which is responsible for pre−hospital and work−related illnesses, the University of Costa Rica which promotes disaster−related education, and the Water and Ducts Institute which is responsible for the supply of water and maintenance of the infrastructure. The Pan American Health Organization is represented by an Emergency and Disasters subregional office in San Jose and gives technical advice to the national health institutions.

The health services have done their job well during disasters, mainly because they have functioned as a "system" in which hospitals support each other. There are weaknesses because the financial and material resources are very limited. In the pre−hospital setting we have identified weaknesses in training, in equipment and in materials. There is also a significant lack of transportation capabilities, especially by air, which has become clear when entire regions were cut off due to damage to roads and railroads. Another weakness that was identified was the inadequate direct communication links between hospitals and health centres by means other than telephone. This has been partially solved with the assignment of a radio frequency exclusively for disaster and medical emergency care.

In conclusion, Costa Rica is a small country that is not industrialized and is at risk from multiple natural as well as technological disasters. The country has organized itself to cope with disasters using the resources of different public and private institutions in a coordinated way by means of the National Emergency Commission and the national emergency plan.

The health sector has responded adequately during disasters and has taken the lead in prevention, preparedness and education for disasters. Nevertheless, weaknesses have been identified, especially with regard to the lack of equipment, materials and training for the pre−hospital stage and the lack of air transportation.

Jordan's plan to face earthquakes

F. Al Tawil1

1F. Al Tawil is Director General, Treatment Services, Ministry of Health, Amman, Jordan.

Our concern about earthquakes began after the earthquake that shook the area of the Middle East in the early morning of 22 November 1995. It affected areas of Egypt, Israel, Jordan and Saudi Arabia causing a moderate number of deaths, injuries and building collapses. Its magnitude ranged between 5.7 and 7.2 on the Richter scale. The damage was moderate because its epicentre was about 110 kilometres south of Aqaba, Jordan, in the Red Sea.

This earthquake made us open our eyes and we established a national plan to face such disasters in the future. The Ministry of Health in Jordan, with its 680 health centres and 22 hospitals, was the major participant in this plan. However, it also incorporates, as far as possible, the contributions of other participants such as the Ministry of Internal Affairs and the Royal Armed Forces. The plan has 12 segments corresponding to the 12 governorates of Jordan. It covers three phases: the pre−disaster phase, the disaster phase itself, and the post−disaster phase.

186 Pre−disaster phase

The pre−disaster phase of the national plan concentrates on preparation to face the situation when the earthquake happens. It begins with the initiation of a small central committee of five members. Its place is in the Ministry of Health and through its instructions another 12 similar committees are established in the 12 governorates. The task of these committees in general is to ensure:

− that ambulances in particular and transport vehicles in general are safe and ready to be used when needed at any time, and that communications facilities (especially those that do not require ground wire links) are ready for use in times of disaster;.

− that there is an efficient technical procedure for putting these facilities into action;

− that electric motors are functioning and that simple means of providing back−up power, such as emergency generators and batteries, are available for providing light and power;

− that there is enough potable water, canned food and stock of petroleum to suffice for one week at least, and that the stock of medicines will suffice for at least one month.

The results of the observations of the governorate committees on readiness are to transmitted to the central committee four times a year.

Disaster phase

Once the natural disaster occurs, the above−mentioned committees are replaced automatically by disaster committees with the same names. These are larger (the central disaster committee has 10 members) as well as higher in rank and therefore capable of decision−making.

These disaster committees, led by the central one, begin by studying and analysing the new situation using the preparatory information collected by the previous committees and taking into consideration the actual extent of damage and losses communicated by the committee or committees of the region where the disaster has taken place.

The next step is to direct all efforts to the disaster zone. Unused resources in the disaster area and above all of the unaffected areas are now directed towards the disaster. The health centres and hospitals in the affected area are contacted in case they are damaged. New field hospitals may be set up (with the help of the army) and schools and large government buildings transformed into temporary hospitals if necessary. These measures depend on the efficient use of sufficient manpower, especially medical staff. They must be carried out rapidly and must ensure easy accessibility to the medical facilities.

In case of very severe losses, a referring hospital or centre should be designated, or even newly set up, near the affected area. The requirements of manpower or technical facilities should be met from any resource in the country, whether in the public or private sector.

To deal with the new situations efficiently, secondary committees are nominated. These would include a patient admission committee, a referring committee, health safety committees, an education committee and an information committee.

Post disaster phase

This phase could be the most dangerous and an even greater threat to health than the natural disaster itself, if neglected. Damage to the infrastructure of the area and pollution of the environment may allow for the spread of endemic and/or epidemic diseases. To mitigate these consequences is the task of the committees.

PART 6 − SUMMING UP

187 Reports from the Working Groups

During the symposium three working groups met to discuss the three phases of disaster management: vulnerability reduction, preparedness and rehabilitation. The chairpersons and rapporteurs of the three working groups presented their summary reports to a plenary session. The health and well−being of people during and after earthquakes can be unproved if appropriate measures are taken in all three phases of disaster management. It is clear that some overlap exists.

Report from the Working Group on Vulnerability Reduction

Introducing the issue

Vulnerability reduction is a term mainly used in disaster and emergency management.

The working group focused on two main areas: the planning and execution of preventive engineering measures, such as constructing to strict codes; and the selection, planning and preparation of organizational measures, with corresponding training programmes.

Major findings

Levels of hazard

As hazards and the risk of earthquakes prevail in many countries, these countries are encouraged to update seismic hazard maps and apply them to the local situation. A country's history of earthquakes and methods of modern geology and seismology can be used to establish such maps.

Structural and engineering measures

A hazard analysis for specific natural and man−made risks should be provided as an input to the planning process which should include, among other things, formulation of building codes, their adoption and enforcement, and design of lifelines and vital systems such as hospitals, water supply, sanitation, electricity supply, gas supply, communication, transportation and fire prevention, to a higher level of safety. Simple structures (wood, clay, plaster) should be made more resistant. Retrofit of old structures, insufficiently designed, with appropriate reinforcements is also possible and should be based on risk assessment. Strengthening hospitals or special hospital rooms, and/or protecting essential hospital contents, such as diagnostic or surgical equipment, against earthquakes should be considered.

Logistics, training and public health measures

The group also identified a number of non−engineering measures relating to preparation for future disasters by learning from the past, establishing effective organizational structures and providing training and drills.

Report from the Working Group on Preparedness

Introducing the issue

Preparedness is a much more generally accepted and understandable term than vulnerability reduction. However, in the context of earthquakes and people's health, it requires some explanation to differentiate it from rehabilitation and vulnerability reduction, with emphasis on the latter. Whereas longer−term preparation to deal with the effects of earthquakes, (such as training), is defined as a vulnerability reduction issue, most of the execution of such measures in an emergency is seen as a preparedness issue in the context of the working groups. Therefore, in terms of the health and well−being of the affected persons, preparedness involves both the prior organization of an effective reaction to an earthquake and the actions that are immediately necessary during and after an earthquake. This is reflected in the findings of the group.

Major findings

Public information

188 Public awareness programmes utilizing all possible media should constitute an integral and fundamental part of the disaster preparedness programme. Particular attention should be paid to vulnerable groups.

Appropriate procedures should be established for the management of public information, including mechanisms for rumour control and regular situation updates.

Communication

There should be communication systems, parallel to or backed up by secondary systems, in order to collect and disseminate information, mobilize resources and pass on orders.

Safeguarding lifelines

When necessary, temporary cut−off of dangerous or endangered supply lines, such as railways, gas, water and electricity, must be initiated.

Rescue operations

Local and voluntary resources must be organized and mobilized to carry out the vital early rescue of people buried in debris and to provide first aid. Search and rescue operations are to be coordinated and logistics and equipment support is to be provided. Logistics support should include stopping regular traffic and routine activities to give priority to rescue

Rapid assessment

Tools and instruments for the rapid assessment of casualties, as well as of damage to health facilities and systems, should be instituted with provision of training at the local level.

Methods should be included to authorize damaged hospitals to continue functioning where possible in order to avoid unnecessary evacuation.

Mitigating consequences

Early detection and mitigation (fighting) of secondary effects, particularly fires, traffic jams, floods and landslides, are necessary. The outbreak of communicable diseases must be avoided and the necessary standards of sanitation maintained. Temporary shelter, food, sanitation, transportation and money supply should be provided.

Psychological support

Mitigation of the observed consequences of psychological factors on the affected population and rescue workers must be an integral part of preparedness.

Report from the Working Group on Rehabilitation

Introducing the issue

Rehabilitation, as with preparedness, is self−explanatory and generally understood. In the context of earthquakes, the term rehabilitation applies to the group of medium−term and long−term measures that are taken after an earthquake to support a healthy life for the people affected and to make such efforts sustainable. Short−term measures, on the other hand, are largely treated under preparedness. Particular issues which require long lead−times to be effective in the rehabilitation phase, such as insurance, are also treated under vulnerability reduction.

Major findings

Overall objectives for rehabilitation

There are two main overall objectives. The first is to achieve a sustainable state of health and well−being that is at least as good as before the disaster using self−reliance as far as is possible.

189 The second objective is to learn from past events and make the community both less vulnerable and better prepared for similar events in the future.

Health services

Breakdowns in the system of health services must be avoided. If interruptions occur, the services must be restored. Priority must be given to re−establishing routine basic health and social services to the stricken community and to launching community consolidation mechanisms as a way of preventing social and behavioural complications and dealing with post−traumatic stress disorder and earthquake psychosis.

Reconstruction

Reconstruction and rehabilitation forces should be mobilized by encouraging and coordinating initiatives of individuals, industry, volunteer organizations and government, paying particular attention to those who are socially isolated or economically weak.

Infrastructures such as transportation must be reorganized and safe waste disposal provided. Tertiary damage, such as loss of living accommodation, property, jobs, confidence and future perspective, must be mitigated.

Rehabilitation activities should be based on a project management approach and should preferably be time−limited.

Financial aspects

In the pre−disaster phase, governments and local authorities should establish contingency funds for relief and rehabilitation, directing external aid towards priority activities concerned with community participation. Successful models of financial solidarity with victims, such as the loss−balancing scheme of post−war Germany (see Annex 5), were discussed and acknowledged. But certain relief operations should be limited in duration to avoid people becoming dependent on them.

How to integrate earthquake vulnerability reduction, preparedness and rehabilitation into a holistic and intersectoral approach

Panelists: L.B. Bourque1, Moderator M. Gabr2, Co−moderator J. Oviedo3 M. Erdik4 K. Hayashi5 B. Mulyadi6 M. Meyers7, Rapporteur

1 L.B. Bourque Ph.D. is Professor, Department of Community Health Sciences, School of Public Health and Southern California Injury Prevention Research Center (SCIPRC), University of California, Los Angeles, USA.

2 M. Gabr is Professor of Pediatrics, Cairo University; past president of the Advisory Committee on Health Research, WHO; immediate past president of the International Pediatric Association; and Secretary General of the Egyptian Red Crescent Society, Cairo, Egypt.

3 J. Oviedo is General Director, Preventive Medicine, Ministry of Health, Mexico, D.F., Mexico.

4 M. Erdik is Professor and Chair, Department of Earthquake Engineering, Kandilli Observatory and Earthquake Engineering, Bogazici University, Istanbul, Turkey.

5 K. Hayashi is Director of the Kobe Institute of Health, Bureau of Health and Welfare, Kobe, Japan.

190 6 B. Mulyadi, M.D., is Director for Private and Specialty Hospitals, Directorate General of Medical Care and Secretary of Crisis Centre, Ministry of Health, Jakarta, Republic of Indonesia.

7 M. Meyers is Assistant Director, WHO Centre for Health Development, Kobe, Japan

Panelists were asked to give their "sense" of what had evolved (as consensus or diversity of views) during the four−day conference, rather than giving their own opinion or presenting their own experiences. The topic was then opened to the audience for comment and discussion.

The panel theme was discussed under five questions, as follows:

Question 1: How can interactions between the health sector and other sectors be improved?

All panelists indicated that intersectoral interactions should occur and needed to be improved and that such interactions had to be undertaken in a systematic manner before a disaster occurs.

Dr Pretto called for the establishment of a clear intersectoral management structure which had as a major objective the facilitation of communications between the different sectors that, of necessity, must be involved in the response to any disaster. Professor Erdik indicated that such a structure could be facilitated by first identifying the problem(s) to be dealt with and the areas of mutual interest across the sectors. On the basis of this, multisectoral means of handling these problems could be identified and specified at symposiums similar to this one. Dr Mulyadi stated that small, high−level groups were most appropriate for deciding which sectors and individuals should be involved, what should be done and what kinds of support each sector or group could and would supply. Dr Oviedo mentioned the need to develop common concepts, definitions and language in discussing disasters so that intersectoral communication could more efficiently and productively take place. He noted that doctors and engineers in Mexico City have been engaged in increasing intersectoral communication about how and when to strengthen hospitals, with an emphasis on learning from each other. Finally, Dr Hayashi noted that part of the problem of lack of intersectoral interaction in Japan came from the inflexibility of bureaucrats with differing responsibilities. The audience also noted that various governmental agencies first need to coordinate amongst themselves and then to bring in other groups (e.g. the private sector, nongovernmental organizations, etc.). The key to successful intersectoral interaction is decentralization and coordination.

Dr Verma mentioned that it was very difficult to compensate for losses. The government's role is important here to help provide long−term loans to support housing and recovery. It was mentioned that WHO could develop guidance concerning the methodology for such support.

Question 2: How do vulnerability reduction, preparedness and rehabilitation interface, and what role do they play in the enhancement of health and public health?

All panel members agreed that vulnerability reduction, preparedness and rehabilitation are part of a continuum. This continuum represents different phases of the same process which begins before the event and is active before, during and after the event. In planning, all three must be considered simultaneously; and the parties responsible within the various sectors at the national, provincial and district levels must be identified and a chain of command established. In order to plan properly within each area, we must break the planning process down into extremely small parts to examine needs closely and see how they can best be met. To the greatest extent possible, rehabilitation should be undertaken autonomously by the people affected by the disaster.

Dr Noji (from the audience) agreed that all three phases must be carried out with the overriding goal of decreasing the vulnerability of human beings to death and injury, and rehabilitation must be done in such a way that the community's resilience in dealing with future emergencies is enhanced. Dr Ben Yahmed (from the audience) pointed out that vulnerability reduction and preparedness should be carried out as part of the economic and social development process.

Question 3: Who should be trained, in what, and by whom?

The panel considered training in its broadest sense and concluded that all categories of persons and groups need more and better training. These include medical personnel, professionals from other (non−health) sectors who are involved in dealing with disasters, the community and politicians who should be sensitized to the need for funding to facilitate adequate training. Members of the public need to be made aware of the

191 overall risk to better enable them to understand the need for increased investment in vulnerability reduction, preparedness and rehabilitation planning. They also need to be given training in what they should and could do at the time of a disaster, with particular attention to training in basic first aid. Dr Pretto pointed out that training is expensive and, therefore, not everyone can be trained. Thus, training priorities need to be established, selected and focused, with emphasis being placed on training that can be used every day by professionals in their routine work − not just in the event of a disaster or emergency.

The audience pointed out that obviously those involved in disaster rescue − such as police, fire fighters and doctors − had to be trained. The need for volunteers to be trained in advance of an earthquake or other events was emphasized. Widening the range of training, it was pointed out that people need to be identified and trained to formulate disaster−relevant policy and practice. The emphasis throughout the discussion was on training at the community level.

Question 4: What are the major gaps in knowledge and what areas and types of research should be initiated or increased?

All panel members agreed that existing knowledge about earthquakes is extensive. Much of the information is, however, found within a single sector; and it is often documented in conference proceedings and other poorly disseminated materials. Thus, there is a critical need to better synthesize, disseminate and implement the information. Dr Oviedo suggested the possibility of a website on the Internet. Some specific gaps in knowledge that were noted included: how to identify and have available what would be needed; how to evaluate and assess the methods to provide adequate sanitation systems and means for removing general waste, rubble and biohazards; and cost−effectiveness studies of vulnerability reduction and preparedness in less developed countries.

The public health role in disaster situations is not very well understood and must be strengthened in order to prevent short−term and long−term effects by

− maintaining adequate immunization levels at all times; − care of diabetes and hypertension; − good sanitation facilities with reduced vulnerability.

Preparedness should also rely more on public health than on medical emergency, through training, awareness and coordination of supplies.

It was suggested that further study of how to move people after a disaster (e.g. mass transport) when normal roads and railroads are disrupted would be useful. It was also recommended that medical operating teams undergo training and drills with emphasis on how to perform in a hostile environment (e.g. without electricity, water, etc.).

Question 5: Are disasters always a disaster? What, if anything, can we learn from them?

There was a general consensus that a disaster is an emergency that has been handled badly (see also definition by WHO/EHA/95.1). Every disaster provides opportunities for learning how to gather data better and how to utilize them better. If adequate vulnerability reduction and preparedness is carried out before the disaster and a good rehabilitation programme has been planned, a community can actually turn a disaster to its advantage. Post−disaster social and economic development can move along at a faster pace in the affected area than it otherwise would have moved.

Conclusions and recommendations

• Although earthquakes and other disasters are part of life and therefore are to be expected, proper planning of preventive measures ahead of time can reduce deaths and damage significantly. These measures should be agreed upon, broadly publicized, and carried out by all sectors involved. National, international and nongovernmental organizations, if included from the initial planning stages, can make meaningful and timely contributions. Public health must also play an important role.

• Well−coordinated planning and decision−making from beginning to end needs to be decentralized through appropriate delegation to the local level in order to help earthquake

192 victims quickly and effectively. Local officials must be given sufficient resources beforehand and be empowered to make decisions without further consultation, both during planning and after the disaster strikes.

• The great majority of earthquake victims are saved by other family members or neighbours. The local community/district/neighbourhood must, therefore, be fully engaged in preparations to reduce vulnerability in case of disaster and be involved in the preparedness planning. Local volunteers should be organized and integrated into emergency teams, periodic drills conducted, and adequate search−and−rescue and first−aid training given. Ordinary citizens can play a meaningful role by securing household appliances and furniture, storing sufficient supplies of water and joining in rescue drills.

• Hospital preparedness should be improved by adopting and observing appropriate design codes, by upgrading the safety of essential rooms and equipment, by stocking adequate supplies of relevant medication and by creating safe and/or redundant lifelines for water, electricity, gas, communication, sanitation and fire protection. Alternative means of transporting victims and routes of access to hospitals must be planned.

• Psychological stress will affect not only victims but also health care providers (such as doctors and nurses) and volunteers. In order to combat this, it is therefore necessary to prepare these providers to deal with disasters through education during their studies, postgraduate courses and counselling sessions. These courses should be included in preparedness planning. When dealing with the general population, special attention should be given to particularly vulnerable groups such as children, the elderly, the socially isolated and the mentally and physically handicapped.

• The establishment of comprehensive and affordable insurance against the consequences of disaster should be encouraged through the solidarity of adequately large groups at risk, government−sponsored re−insurance, discounts for the application of adequate design codes, etc. Where necessary, such insurance programmes could be supplemented by effective financial support, such as "seed money" for accountable private and business recovery plans.

Closing session

Dr A. Wojtczak and Mr R. Schmidt, of the WHO Centre for Health Development, chaired a session in which participants were given the opportunity to make closing remarks. Dr Wojtczak asked a selection of participants from different regions and disciplines to offer concluding comments and suggestions. In addition to emphasizing support for the general recommendations, participants stressed that the symposium had been an opportunity for intersectoral and interdisciplinary interaction with insight into health community issues. The term "vulnerability reduction" had for the first time clearly been applied to public health. Because of this, the symposium was seen to represent a unique forum in bringing together so many disciplines and in defining their roles in the context of reducing human vulnerability (namely deaths and injuries).

It was felt that the complexity of the multisectoral tasks associated with earthquakes and people's health would require a systems approach which, if successfully applied to future research, could lead to an extraordinary opportunity to transform society.

A wide distribution of the results of the symposium to governments and nongovernmental organizations and the active role of the WHO Centre for Health Development as an information centre in disaster management was strongly recommended.

In closing the symposium, Dr Wojtczak thanked all the participants for their valuable contributions and very active participation. He explained the role of the WHO Centre for Health Development in collecting and disseminating information and emphasized the Centre's mission as a catalyst for research. He announced that complete proceedings were planned for publication by mid−1997.

193 Glossary

Terms

Preparedness: Activities designed to minimize loss of lives and damage, and facilitate timely and effective rescue relief and rehabilitation.

Rehabilitation: The operations and decisions taken after a disaster with a view to restoring a stricken community to its former living conditions, whilst encouraging and facilitating the necessary adjustments to the changes caused by the disaster.

Relief: (In most cases response is considered as a synonym to relief by most organizations): Assistance and/or intervention during or after disaster to meet the life preservation and basic subsistence needs.

Vulnerability: Potential degree of loss resulting from a damaging phenomenon likely to occur in that specific area.

Abbreviations

ATLS Advanced trauma life support GIS Geographic Information System I Intensity used in several of the Mercalli type scales GSHAP Global Seismic Hazard Assessment Program LSFA Life−supporting first−aid M Magnitude on the Richter scale MCS Mercalli − Cancani − Sieberg scale MMI Modified Mercalli Intensity areas (MMIs) are determined by reports from U.S. Post Office employees who estimate the amount of shaking in the area around a post office and the extent and type of damage sustained by major structures (roads, freeways, houses, apartments, commercial buildings). Damage and intensity are classified using a scale from I − XII, where I represents "Not felt except by a very few under especially favorable circumstances," and XII represents "Total damage". MSK−64 A special scale, related and close to the MMI scale NASA National Aeronautics and Space Administration NASDA National Space Development Agency of Japan RGELFE Research Group for Estimating Losses from Future Earthquakes WSSI World Seismic Safety Initiative

Participants

Speakers/Chairpersons/Moderators

Dr Falah Al Tawil, Director General, Treatment Services, Ministry of Health, Amman, Jordan

Dr Vladimir A. Astakhov, Deputy Director, Far−Eastern Regional Urgent Medical Care Centre, Khabarovsk, Russian Federation

Professor Shigeaki Baba, Professor Emeritus, Kobe University, Chairman, International Institute for Diabetes Education and Study and Honorary President, International Diabetes Federation, Kobe, Japan

Professor Linda B. Bourque, Department of Community Health Sciences, School of Public Health, University of California, Los Angeles, United States of America

Professor Mustafa Erdik, Chairman, Department of Earthquake Engineering, Bogazici University, Kandilli Observatory and Earthquake Research Institute, Istanbul, Turkey

Professor Mamdouh Gabr, Professor of Pediatrics, Cairo University and Secretary General, Egyptian Red Crescent, Cairo, Egypt

194 Professor Sergey Goncharov, Director, All−Russian Centre for Disaster Medicine "Zaschita", Ministry of Public Health and Medical Industry, Moscow, Russian Federation

Professor Dimitar Jurukovski, Director, Institute of Earthquake Engineering and Engineering Seismology, University "St Cyril and Methodius", Skopje, The former Yugoslav Republic of Macedonia

Dr Roman Kintanar, Coordinator, Typhoon Committee Secretariat and Chairman, Seismic Technical Committee, International Decade for Natural Disaster Reduction, Quezon City, Philippines

Mr Haruhiko Kuramochi, Director General, Commerce and Industry Department, Hyogo Prefectural Government, Kobe, Japan

Professor Jeffrey Levett, Director, International Affairs, National School of Public Health, Ministry of Health and Welfare, Athens, Greece

Dr Arthur K. Melkonian, Republican Information and Computer Centre, Ministry of Health, Yerevan, Armenia

Professor Ara M. Minasyan, Chairman, Emergency Medical Scientific Centre, Ministry of Health, Yerevan, Armenia

Mr Masao Miyakawa, Chairman, Earthquake Insurance Committee, The Marine and Fire Insurance Association of Japan, Inc. and Managing Director, Yasuda Fire and Marine Insurance Company Ltd., Tokyo, Japan

Dr Bagus Mulyadi, Director, Private and Specialty Hospitals, Directorate General of Medical Care and Secretary of Crisis Centre, Ministry of Health, Jakarta, Indonesia

Professor Yasushi Nagasawa, Department of Architecture, Graduate School of Engineering, The University of Tokyo, Tokyo, Japan

Dr Eric K. Noji, Chief, International Emergency and Refugee Health Programs, Centers for Disease Control and Prevention, Atlanta, United States of America

Dr Jorge Oviedo Arce, Director, Injury Prevention and Control and Health Care in Disaster Programmes, Ministry of Health, Mexico DF, Mexico

Dr Jean Luc Poncelet, Head, Disaster Management Program for South America, WHO/Pan American Health Organization, Quito, Ecuador

Dr Ernesto Pretto, Associate Director, Safar Center for Resuscitation Research, University of Pittsburgh, Pittsburgh, United States of America

Professor Shigeaki Sato, Chairman, Department of Hygiene, Kobe University School of Medicine, Kobe, Japan

Dr G.N. Solar Oyanedel, Medico Coordinador, Comité de Emergencias, Servicio de Salud Metropolitano Occidente, Santiago, Chile

Dr Kiyoshi Tatemichi, Director, Emergency Department, Kobe City General Hospital, Kobe, Japan

Dr Ciro Ugarte Casafranca, Director, Disaster Preparedness and Response Division, Ministry of Health, Lima, Peru

Professor H. P. Wölfel, Professor of Mechanical Engineering, Technical University of Darmstadt, Germany and member of European Committee for Standardization (CEN)

Mr Yasuyuki Yasuda, General Manager, Kansai Project Development Division, The Sakura Bank Limited, Kobe, Japan

Panelists

195 Mr Shigeaki Araki, Director, General Manager, International Division, The Kobe Chamber of Commerce and Industry, Kobe, Japan

Dr Hiroko Minami, President, College of Nursing Art and Science, Hyogo, Japan

Ms Sheila M. Platt, MSW, Director. External Relations, Community and Family Services International, Makati City. Metro Manila, Philippines and New York, United States of America

Dr Daniel E. Rodriguez, Chief, Department of Medicine, Calderon Guardia Hospital, San Jose, Costa Rica

Dr Setsu Seo, President, Hyogo Medical Association, Kobe, Japan

Ms Kimberley I. Shoaf, Project Manager, Department of Community Health Sciences, School of Public Health, University of California, Los Angeles, United States of America

Dr Shigeru Suganami, President, Association of Medical Doctors of Asia, Okayama, Japan

Guests

Mr Toshitami Kaihara, Governor of Hyogo Prefecture, Japan

Mr Kazutoshi Sasayama, Mayor of Kobe City, Japan

Mr Fuyuhiko Maki, Chairman, Kobe Chamber of Commerce and Industry, Japan

Mr Koshi Mizukoshi, Executive Vice President, Kobe Steel, Ltd., Japan

Mr Hirokatsu Yokoyama, Managing Director and Head of Land Development Group, Kobe Steel, Ltd., Japan

Others

Mr Hajime Sasaki, Senior Liaison Officer, United Nations Environment Programme, International Environmental Technology Centre, Osaka, Japan

WHO

Dr Hiroshi Nakajima, Director−General, WHO, Geneva, Switzerland

Dr Sang Tae Han, Regional Director, WHO Regional Office for the Western Pacific, Manila, Philippines

Dr M. I. Al−Khawashky, WHO Representative, Egypt

Dr S. Ben Yahmed, Chief, Emergency Preparedness, Division of Emergency and Humanitarian Action, WHO, Geneva, Switzerland

Mr Youcef Ait Chellouche, WHO Liaison Officer, Algeria

Mr Igor Rozov, Information Officer, Health Communications and Public Relations, WHO, Geneva, Switzerland

Dr O. Utsunomiya, Medical Officer, Technology Transfer, WHO Regional Office for the Western Pacific, Manila, Philippines

Dr Bipin K. Verma, Regional Focal Point, Emergency Humanitarian Assistance, WHO Regional Office for South−East Asia, New Delhi, India

Secretariat of the WHO Centre for Health Development

Dr Andrzej Wojtczak, Director

Ms Marilyn Meyers, Assistant Director

196 Ms Polly Chua, Administrative Assistant

Ms Janet Lowe, Economist

Mr Reiner Schmidt, Environmental Scientist

Dr Saiedeh Zakaria−von Keitz, Information Network Scientist

Annexes

Annex 1: Outline of the symposium

For the preparation of the symposium, early contacts with experts on the subject via all available channels (including the Internet), ensured the participation of representatives of most countries that had recent experience of major earthquakes as well as a balanced representation of the relevant sectors. Clearly stated objectives provided orientation and guidance as follows:

− to share experience of severe earthquakes in urban areas and demonstrate the need for a multisectoral and interdisciplinary approach in analysing it;

− to draw the most useful lessons from analysis and synthesis of the findings;

− to identify areas where further research may be required.

The programme of plenary sessions was designed to cover issues related to the theme of the symposium through a mosaic of topical presentations involving renowned experts with personal earthquake experience and responsibility in one of the subject areas. A subject thesaurus of some 35 individual issues was developed to guide the authors to ensure that no major items were omitted. The issues in the thesaurus ranged from topics such as "first−aid and public health measures" to considerations like "avoiding long−term dependence of victims on newly−created welfare systems". The resulting overall programme of the symposium is summarized in Fig. A1.

The symposium was attended by 191 participants from 21 countries and five international organizations. The participants represented different specialities and professions such as engineers (13%), medical doctors (30%), public health specialists (26%), economists, bankers and lawyers (5%). The exchange of information and opinions was lively and underlined the fruitfulness of local and international cooperation (see Figs. A2, A3, A4).

197 Figure A1. Programme of the symposium

Figure A2. Symposium participants representing different sectors/disciplines (as a percentage)

198 Figure A3. Types of organizations represented at the symposium (as a percentage)

Figure A4. Geographical distribution of Japanese participants at the symposium (as a percentage)

Annex 2: Emergency inspection procedure in California

L.B. Bourque

Under the guidance of the Office of Emergency Services (OES), California has developed a procedure for conducting emergency inspections following an earthquake. This is based on a framework contained in ATC 20−Procedures for Postearthquake Safety Evaluation of Buildings (ATC. 1989). The emergency inspection is meant to be a rapid screening tool and not a comprehensive analysis of a building's integrity. After inspection, inspectors post a coloured "tag", placard or piece of paper at the entrance of a structure using the following guidelines:

• Green tag (inspected): No apparent hazard found, although repairs may be required. Original lateral−load−resisting capacity not significantly reduced. No restriction of use or occupancy.

• Yellow tag (limited entry): Dangerous condition believed to be present. Entry by owner permitted only for emergency purposes and only at own risk. No usage on continuous basis. Entry by public not permitted. Possible major aftershock hazard.

199 • Red tag (unsafe): Extreme hazard, may collapse. Imminent danger of collapse from an aftershock. Unsafe for occupancy or entry, except by authorities.

For futher details, see Holmes and Somers, January 1996; EQE International, Inc. and The Geographic Information Systems Group of the Governor's Office of Emergency Services, May 1995; and Ranous, 1995.

Annex 3: Advance planning to reduce emergency workers' vulnerability to stress

S. Platt

Awareness of the need to minimize, manage and alleviate the effects of disaster stress on the responding workforce suggests that preparation for worker stress management be considered an integral element of disaster preparedness and response plans.

Preparation

In countries where mental health services are well developed, disaster mental health training involving crisis intervention, post−traumatic stress and grief reactions, and disaster psychology is provided to mental health workers who participate in disaster response. Opportunities to join practice drills and exercises with colleagues from emergency organizations are arranged, and mental health workers plan to take major responsibility for the support of the disaster workforce. They must adopt a low−key, practical, educational approach, avoiding the use of mental health terminology, if their services are to be accepted by rescue workers.

In addition, emergency organizations teach their workers to expect disaster stress as an occupational hazard, to identify its sources in specific disaster scenarios, and to recognize both their own stress responses and those of colleagues. Emergency workers and their supervisors learn and practise coping and stress management techniques that can be used for mutual support during rescue work assignments.

All members of the emergency organization are familiar with the elements of stress management support that are routinely offered during and after rescue operations. These may include:

− end−of−shift meetings that provide information on the rescue effort along with a snack, drink and brief reminders about stress responses and their management;

− informal defusing sessions, presenting periodic opportunities to discuss how the work is going, share reactions and receive support;

− formal stress debriefings conducted by a mental health professional for members of a work unit in order to provide a structured opportunity to process personal experience in the rescue effort and to receive support for managing the stress that is associated with it;

− mental health consultation as needed when intense stress responses are causing distress or interfering with functioning.

In environments where mental health professionals and services are limited, plans can be made for medical and health workers to receive basic training about physical and psychological responses to disaster. They can then share this knowledge with disaster response planners so that support for the rescue workforce with regard to stress can be integrated into disaster health planning.

Organizational stress management planning

Organizations committed to instituting an occupational stress management programme engage in a process which may have three phases.

Prevention

This involves commitment by the leadership and line management to an approach to occupational safety and security which includes stress management as an integral part of occupational health. Training in elements of disaster dynamics and stress response appropriate to different levels of responsibility is a first step towards

200 minimizing workforce vulnerability to the adverse effects of disaster stress.

Preparation

Comprehensive stress management programmes may include elements such as the following:

− recruitment and selection procedures which consider hardiness and resilience;

− orientation and briefing which integrate concepts of stress management and safety;

− provision of accurate job descriptions, including preparation for the ambiguity, lack of structure, isolation and personal demands of disaster work (Paton, D. 1994);

− supervisor training in elements of coaching, team−building, stress education and stress management practices;

− development of stress management plans, including support for both normal "wear and tear" and traumatic critical events.

Annex 4: Vulnerability analysis

M. Erdik

A vulnerability analysis involves the elements at risk (physical, social and economic) and the type of risk (such as damage to structures and systems and human casualties). Vulnerability assessments are usually based on past earthquake damage (observed vulnerability) and, to a lesser degree, on analytical investigations (predicted vulnerability). Primary physical vulnerabilities are associated with buildings, infrastructure and lifelines. These vulnerabilities are agent− and site−specific. Furthermore, they depend on design, construction and maintenance particularities. Secondary physical vulnerabilities are associated with consequential damage and losses. Only limited vulnerability models exist for damage resulting from secondary hazards, such as post−earthquake fire, release of hazardous materials, explosions and water inundation. Socioeconomic vulnerabilities refer to risks to socioeconomic assets and systems, such as damage to social infrastructure, impact on production and employment, change of wealth distribution, and inflation. Socioeconomic vulnerabilities also include casualties and traumas.

In addition to the direct physical damage and casualties from ground−shaking and collateral hazards, indirect economic losses constitute a major portion of the total earthquake loss. Indirect economic losses arise as a result of the discontinued service of damaged facilities. These losses include:

− production and/or sales lost by firms in damaged buildings; − production and/or sales lost by firms unable to receive supplies from other damaged facilities; − production and/or sales lost by firms due to damaged lifelines; − losses arising from tax revenues and increased unemployment compensations.

Socioeconomic vulnerabilities

In addition to physical vulnerability, the socioeconomic vulnerability of the urban system also needs to be assessed in terms of casualties, social disruption and economic loss for a comprehensive earthquake damage and loss scenario. Casualties in earthquakes arise mostly from structural collapses and from collateral hazards. Lethality per collapsed building for a given class of buildings can be estimated by the combination of factors representing the population per building, occupancy at the time of the earthquake, occupants trapped by collapse, mortality at collapse and post−collapse mortality. Future research and data acquisition will be needed to decrease the large uncertainties regarding casualty estimates. Social disruption needs to be measured in both quantitative (e.g. number of displaced families) and qualitative terms. The ethnocultural context of social disruption should also be considered. Past earthquake disaster experiences indicate that single−parent families, women, handicapped people, children and the elderly constitute the most vulnerable social groups.

201 RGELFE provides the urban earthquake lethality rates of 0.0014%, 0.031%, 0.48% and 6.8% respectively for intensities VI, VII, VIII and IX. The lethality rate for intensity VIII coincides with data for the 1992 Erzincan (Turkey) earthquake. The serious injury rate (requiring hospitalization) is given as four times the death rate, and the minor injury rate is 30 times the death rate. Ambraseys & Jackson, using data from Turkey and Greece, provide the following statistics regarding the number of people killed per 100 houses destroyed by earthquakes of magnitude 5 on the Richter scale: rubble masonry houses = 17; adobe houses =11; masonry and reinforced adobe houses = 2; timber and brick houses = 1; reinforced concrete frame houses = 1. Data from the 1992 Erzincan earthquake indicate that, on the average, there was one death and three hospitalized injuries for each heavily−damaged or collapsed reinforced concrete building.

Annex 5: Sharing losses among citizens: The example of post−war Germany

The German example was introduced in connection with a visit of the Consul General1 to Okinawa at a time of heated discussions on the subject of indemnity to landowners whose land had been leased to the US military under Japanese−US Security arrangements and who, therefore, had no chance to pursue more lucrative opportunities. This has been an issue of widespread Japanese public interest. According to the Consul−General's presentation, a somewhat analogous situation, but concerning larger−scale damages, arose in post−World War II Germany. At the Teheran and Yalta conferences, the Allied powers decided to change many boundaries which set in motion millions of people, among them Germans, who lived east of the Oder−Neisse line. The first wave of refugees from these areas arrived in in June 1945 and such immigration continued to the end of 1947. Some 13.6 million Germans lost their land and assets in this way.

1 Information adapted from a speech in Okinawa in 1995, courtesy of Dr Nils Grueber, German Consul General, Osaka. Full text of the bill appeared in the German Federal Register, Bundesgesetzblatt of 18 August 1952, No. 34, Part I.

The enactment in 1952 of the "Burden Adjustment Bill" was, therefore, one of the most important legislative acts for the new Federal Republic (of the West German states). The objective of this bill was to help the victims of destruction, expulsion and even of currency reform, to find new land, homes and jobs. As financial resources were scarce in the war−torn country, and poverty and misery were widespread, a drastic (large−scale) solution was sought and needed. It was decided that the financial equivalent of 50% of the entire capital assets of the country would be re−distributed. At the time, 50% of total assets left after the war amounted to 35 billion DM. Adjusted to today's value, 50% would be about 500 billion DM or 300 billion US dollars, an immense programme.

In accordance with the new law, both corporations and individuals who were lucky enough to still have possessions and had their domicile in the federal states or West Berlin had to share 50% of their assets via a special tax. The payment schedule, however, could be spread out so that the total of 50% could be paid in 10 yearly installments of 5% each. Such measures were employed so as to avoid the threat to the economic viability of taxpaying citizens and organizations. Tax payments were collected into a Burden Adjustment Fund, from which, upon application and careful examination, compensatory payments were made to the victims of the war, for homes, land, businesses, household goods, lost savings and disabilities. The Burden Adjustment Agency was established under the Minister of Finance. The substantial sums which were paid out to many applicants not only provided them with financial and psychological relief from their plight, but also greatly facilitated the resettlement of people and generally furthered the solidarity among citizens. Often the compensation received was used as substantial seed money to establish new businesses and resulted in an enterpreneurial boom in post−war Germany.

This unique experience of post−war Germany could contribute to the solution of other burden−sharing situations which could arise when man−made or natural disasters strike innocent people.

202