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The Mw 6.3 Christchurch, New Zealand Earthquake of 22 February 2011
THE MW 6.3 CHRISTCHURCH, NEW ZEALAND EARTHQUAKE OF 22 FEBRUARY 2011 A FIELD REPORT BY EEFIT THE CHRISTCHURCH, NEW ZEALAND EARTHQUAKE OF 22 FEBRUARY 2011 A FIELD REPORT BY EEFIT Sean Wilkinson Matthew Free Damian Grant David Boon Sarah Paganoni Anna Mason Elizabeth Williams Stuart Fraser Jenny Haskell Earthquake Field Investigation Team Institution of Structural Engineers 47 - 58 Bastwick Street London EC1V 3PS Tel 0207235 4535 Fax 0207235 4294 Email: [email protected] June 2011 The Mw 6.2 Christchurch Earthquake of 22 February 2011 1 CONTENTS ACKNOWLEDGEMENTS 3 1. INTRODUCTION 4 2. REGIONAL TECTONIC AND GEOLOGICAL SETTING 6 3. SEISMOLOGICAL ASPECTS 12 4. NEW ZEALAND BUILDING STOCK AND DESIGN PRACTICE 25 5. PERFORMANCE OF BUILDINGS 32 6. PERFORMANCE OF LIFELINES 53 7. GEOTECHNICAL ASPECTS 62 8. DISASTER MANAGEMENT 96 9. ECONOMIC LOSSES AND INSURANCE 108 10. CONCLUSIONS 110 11. REFERENCES 112 APPENDIX A: DETAILED RESIDENTIAL DAMAGE SURVEY 117 The Mw 6.2 Christchurch Earthquake of 22 February 2011 2 ACKNOWLEDGEMENTS The authors would like to express their thanks to the many individuals and organisations that have assisted with the EEFIT mission to Christchurch and in the preparation of this report. We thank Arup for enabling Matthew Free to attend this mission and the British Geological Survey for allowing David Boon to attend. We would also like to thank the Engineering and Physical Sciences Research Council for providing funding for Sean Wilkinson, Damian Grant, Elizabeth Paganoni and Sarah Paganoni to join the team. Their continued support in enabling UK academics to witness the aftermath of earthquakes and the effects on structures and the communities they serve is gratefully acknowledged. -
The Versatility of Concrete
The Versatility of Concrete Taking the versatility of concrete to mean its ‘adaptability to a wide variety of purposes’, this paper looks at what it is about concrete that lends itself to varied uses and how those many uses reflect concrete’s character By Edwin A.R. Trout, manager of Information Services, The Concrete Society hat there are many and varied uses for concrete and steel in the British Empire, it is progress of concrete in the UK: It is 30 years concrete is indicated by the ‘Little book of hoped that its pages will not only be of interest since reinforced concrete was first used in this Tconcrete’ 1, a marketing document issued country, and during that comparatively brief and of use to those already directly and by British Precast around four years ago, indirectly concerned with the subject under space of time it has steadily advanced to a which sets out 100 advantages gained by using review, but that by their advocacy of what is leading position among the materials of concrete. In the introduction its compiler writes practical and economical in civil and construction. …For nearly every class of of concrete: It is the most commonly used architectural engineering, they will also compel engineering structure, it has become the building material in the world; yet we take what the attention of those who may still be holding standard form of construction and the revision it does for granted – too often this means that aloof from the application of the modern of the Building Acts and bye-laws which is now much of what concrete can offer is overlooked . -
Assessment of Concrete Structures After Fire
Assessment of concrete structures after fire Joakim Albrektsson, Mathias Flansbjer, Jan Erik Lindqvist and Robert Jansson SP Technical Research Institute of Sweden Brandforsk project number: 301-091 Fire Technology SP Report 2011:19 Assessment of concrete structures after fire Joakim Albrektsson, Mathias Flansbjer, Jan Erik Lindqvist and Robert Jansson 3 Abstract After a fire incident the first question from a structural point of view is whether the construction can be refurbished or, in extreme cases, needs to be replaced. The choice of action must be based on an assessment of the status of the structure. This assessment is in turn based on a mapping of damage to the construction. The mapping of damage needs to be accurate to optimise both the safety level and the best solution from an economic point of view. The work presented in this report is divided into a literature study of commonly used traditional methods to conduct such a “mapping of damage” and an experimental part where several traditional methods are compared to a new methodology which has been developed for such applications in this project. The traditional assessment methods included in the experimental part of the report are: rebound hammer, ultrasonic pulse measurements and microscopy methods. These are compared to optical full-field strain measurements during a compressive load cycle on drilled cores, i.e. the new method proposed to determine the degree of damage in a fire exposed cross-section. Based on the results from the present study an approach with two levels of complexity is recommended. The initial level is to perform an inspection and determine the development, size and spread pattern of the fire (if possible). -
CSS07-03 Cover.Eps
Report No. CSS07-03 April 30, 2007 Discovering Institutional Drivers and Barriers to Sustainable Concrete Construction Peter Arbuckle Discovering Institutional Drivers and Barriers to Sustainable Concrete Construction By: Peter Arbuckle A project submitted in partial fulfillment of requirements for the degree of Master of Science (Natural Resources and Environment) University of Michigan Ann Arbor April 30, 2007 Faculty Advisors: Dr. Greg Keoleian, Associate Professor Dr. Michael Lepech, Post-doctoral Fellow Dr. Thomas Princen, Associate Professor A report of the Center for Sustainable Systems Report No. CSS07-03 Document Description DISCOVERING INSTITUTIONAL BARRIERS AND OPPORTUNITIES FOR SUSTAINABLE CONCRETE CONSTRUCTION Peter Arbuckle Center for Sustainable Systems, Report No. CSS07-03 University of Michigan, Ann Arbor, Michigan April 30, 2007 106 pp., 11 tables, 35 figures, 3 appendices This document is available online at: http://css.snre.umich.edu Center for Sustainable Systems School of Natural Resources and Environment University of Michigan 440 Church Street, Dana Building Ann Arbor, MI 48109-1041 Phone: 734-764-1412 Fax: 734-647-5841 Email: [email protected] Web: http://css.snre.umich.edu © Copyright 2007 by the Regents of the University of Michigan Abstract Using industry standards to commodify cement beginning in 1904, the cement and concrete industry surrendered control of their product to the market and the concrete industry as a whole developed a technocratic and conservative culture. Both industry standards and the culture which they have created have had lasting impacts on the industry with respect to innovation and potentially more sustainable concrete construction. Industry standards and project specifications have institutionalized concrete optimized for high early strength and rapid construction rather than durability. -
Services Integration with Concrete Buildings
Services Integration with Concrete Buildings Guidance for a defect-free interface By Roderic Bunn, Deryk Simpson and Stephen White Interface Engineering Publications is a Co-Construct initiative supported by What is Co-Construct? Co-Construct is a network of five leading construction research and information organisations - Concrete Society, BSRIA, CIRIA, TRADA and SCI - who are working together to produce a single point of communication for construction professionals. BSRIA covers all aspects of mechanical and electrical services in buildings, including heating, air conditioning, and ventilation. Its services to industry include information, collaborative research, consultancy, testing and certification. It also has a worldwide market research and intelligence group, and offers hire calibration and sale of instruments to the industry. The Construction Industry Research and Information Association (CIRIA ) works with the construction industry to develop and implement best practice, leading to better performance. CIRIA's independence and wide membership base makes it uniquely placed to bring together all parties with an interest in improving performance. The Concrete Society is renowned for providing impartial information and technical reports on concrete specification and best practice. The Society operates an independent advisory service and offers networking through its regions and clubs. The Steel Construction Institute (SCI) is an independent, international, member- based organisation with a mission to develop and promote the effective use of steel in construction. SCI promotes best practice through a wide range of training courses, publications, and a members advisory service. It also provides internet- based information resources. TRADA provides timber information, research and consultancy for the construction industry. The fully confidential range of expert services extends from strategic planning and market analysis through to product development, technical advice, training and publications. -
Per Molti Secoli L'uomo Potè Attuare La Trasmissione Di Informazioni A
UNIVERSITÀ DEGLI STUDI DI NAPOLI “FEDERICO II” POLI DELLE SCIENZE E DELLE TECNOLOGIE FACOLTÀ DI ARCHITETTURA DIPARTIMENTO DI CONFIGURAZIONE ED ATTUAZIONE DELL’ARCHITETTURA Dottorato in Tecnologia e Rappresentazione dell’Architettura e dell’Ambiente XVIII Ciclo Indirizzo: Rilievo e Rappresentazione dell’Architettura e dell’Ambiente - Settore Scientifico Disciplinare: ICAR/17- Tesi di Dottorato di Ricerca COMUNICAZIONE, TRASMISSIONE E SEGNI. LE TORRI EMITTENTI E RICEVENTI. Dottorando Docente Tutor Angelo Vallefuoco Prof. Arch. Mariella dell’Aquila Coordinatore d’indirizzo Coordinatore Prof. Arch. Mariella Dell’Aquila Prof. Arch. Virginia Gangemi 1 2 Indice Premessa 5 Capitolo primo LE TELECOMUNICAZIONI origini e sviluppo 9 1.1 - Le origini 9 1.2 - I primi passi delle comunicazioni elettriche 12 1.3 - Gli esordi delle telecomunicazioni in Italia 17 1.4 - Le telecomunicazioni italiane dal 1925 al 1945 26 1.5 - La ricostruzione degli impianti dopo gli eventi bellici del 1940/45 30 1.6 - Le telecomunicazioni italiane dal 1948 al 1980 31 1.7 - Le nuove frontiere delle telecomunicazioni ai nostri giorni 38 Capitolo secondo SISTEMI PER TRANS-MITTERE apparati emittenti e riceventi 45 2.1 - Sistemi di trasmissione 45 I segnali 46 I canali di comunicazione a distanza 47 Il "rumore" 50 Modello di un sistema di trasmissione 50 Le reti di telecomunicazione 52 Capitolo terzo FORMA E FUNZIONI evoluzione delle architetture per le telecomunicazioni 55 3.1 - I precursori delle torri di telecomunicazioni 55 3.2 - La torre Eiffel: simbolo della tecnica innovatrice del XIX secolo 56 3.3 - La Fernsehturm di Berlino: metafora e ideologia 62 3.4 - Forma e struttura: la torre di Collserola 69 3.5 - Natura e artificio: le torri per le comunicazioni di Calatrava 76 Conclusioni 81 Appendice: Le torri per le comunicazioni 85 Riferimenti bibliografici 129 3 4 Premessa La costruzione di una torre è uno dei sogni più grandi dell’umanità. -
Performance of Posttensioned Seismic Retrofit of Two Stone Masonry Buildings During the Canterbury Earthquakes
Australian Earthquake Engineering Society 2013 Conference, Nov 15-17 2013, Hobart, Tasmania Performance of posttensioned seismic retrofit of two stone masonry buildings during the Canterbury earthquakes Dmytro Dizhur1, Sara Bailey2, John Trowsdale3, Michael Griffith4 and Jason M. Ingham5 1. Research Fellow, Department of Civil and Environmental Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand, [email protected] 2. Student Researcher, Department of Civil and Environmental Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand, [email protected] 3. Arts Centre Project Director, Holmes Consulting Group, P O Box 6718, Christchurch 8442, New Zealand, [email protected] 4. Professor, School of Civil, Environmental and Mining Engineering, University of Adelaide, Adelaide, Australia, [email protected] 5. Professor, Department of Civil and Environmental Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand, [email protected] Abstract Seismic retrofitting of unreinforced masonry buildings using posttensioning has been the topic of many recent experimental research projects. However, the performance of such retrofit designs in actual design level earthquakes has previously been poorly documented. In 1984 two stone masonry buildings within The Arts Centre of Christchurch received posttensioned seismic retrofits, which were subsequently subjected to design level seismic loads during the 2010/2011 Canterbury earthquake sequence. These 26 year old retrofits were part of a global scheme to strengthen and secure the historic building complex and were subject to considerable budgetary constraints. Given the limited resources available at the time of construction and the current degraded state of the steel posttension tendons, the posttensioned retrofits performed well in preventing major damage to the overall structure of the two buildings in the Canterbury earthquakes. -
Libro 1.Indb
Universidad Politécnica de Madrid Escuela Técnica Superior de Arquitectura de Madrid DEL EMPIRISMO A LA INVENCIÓN cálculo y proyecto en la arquitectura moderna Tesis Doctoral Ausías González Lisorge Arquitecto y Máster en Estructuras de la Edifi cación 2015 Del empirismo a la invención y la vía paralela II.1 3 4 II.1 Del empirismo a la invención y la vía paralela Departamento de Composición Arquitectónica Escuela Técnica Superior de Arquitectura de Madrid DEL EMPIRISMO A LA INVENCIÓN cálculo y proyecto en la arquitectura moderna Ausías González Lisorge Arquitecto y Máster en Estructuras de la Edifi cación Directores: Miguel Ángel Baldellou Santolaria Doctor Arquitecto Ana Esteban Maluenda Arquitecta y Doctora en Teoría e Historia de la Arquitectura 2015 7ULEXQDOQRPEUDGRSRUHO0DJIFR\([FPR6U5HFWRUGHOD8QLYHUVLGDG3ROLWpFQLFDGH 0DGULG HOGtDGH GH 3UHVLGHQWH 9RFDO 9RFDO 9RFDO 6HFUHWDULR 6XSOHQWH 6XSOHQWH 5HDOL]DGRHODFWRGHGHIHQVD\OHFWXUDGHOD7HVLVHOGtDGH HQOD(VFXHOD7pFQLFD6XSHULRUGH$UTXLWHFWXUDGH0DGULG &DOLILFDFLyQ«««««««««««« (O35(6,'(17( /2692&$/(6 (/6(&5(7$5,2 A mis padres, Antonio y Nieves, por su genero- sidad. A mi compañera, Diana, por su comprensión y paciencia. Agradecimientos Querría agradecer, en primer lugar, a Miguel Ángel Baldellou haberme de- dicado parte de su tiempo y haberme enseñado a dudar. También agradez- co a Ana Esteban sus consejos, ayudas y sus orientaciones. Esta Tesis no hubiera sido posible sin ellos. Asimismo, agradezco a Mattia Marzaro que hiciese las veces de tutor en mi estancia en Venecia y Trieste, así como sus consejos y que me dedicase su tiempo y su ayuda desinteresadamente. Doy las gracias a Giovanni Marras por sus siempre bien recibidas correc- ciones y puntualizaciones y a Giuseppina Scavuzzo por su interés en mi investigación y por su ayuda. -
Eminent Structural Engineer: Dr Fritz Leonhardt (1909–1999)
Eminent Structural Engineer: Dr Fritz Leonhardt (1909–1999) Reiner Saul, Dr, Eng. E. h.; Holger S. Svensson, Eng.; Hans-Peter Andrä, Dr, Eng.; Leonhardt, Andrä und Partner, Beratende Ingenieure VBI, GmbH, Stuttgart, Germany Prologue to the construction – tests on the cable clamps, the friction of the abutments, The most difficult part while writing aerodynamic stability etc. this article was to compile 90 years of an exceptionally creative life into In 1948, Leonhardt designed, again in a concise text. The authors apologise Cologne, a continuous steel box girder the absence of some important names with a main span of 184,5 m and slen- within this text, particularly those who derness ratios of L/56 in the span and played an important role in Dr Leon- L/24 over the piers. Also in 1948, Leon- hardt’s life. hardt designed with Willi Baur his first bridge from prestressed concrete with a span of 30 m, prestressed by concen- Brief CV trated tendons. In 1964, Leonhardt and Baur designed 12.07.1907 Born in Stuttgart a 480 m long bridge with spans of 90 m 1927–1931 Student of Civil Engi- across the Caroni River in Venezuela. neering at the Stuttgart The bridge was built completely be- University (Emil Mörsch, hind the abutment and than launched, Otto Graf) a world novelty for concrete bridges. 1932–1933 Graduate studies at the From this the incremental launching Purdue Universtiy bridges developed, built behind the abutments in length of about 25 m and 1934–1938 Bridge Engineer for Fig. 1: Dr Fritz Leonhardt (1999) Highway Bridges in Stu- then launched. -
Nscsep17digi.Pdf
www.newsteelconstruction.com Regenerating Liverpool Vol 25 No 8 September 2017 Vol High-rise lifts Elephant & Castle Complex services accommodated Steel married with wrought iron Leisure boost for County Down In this issue Cover Image Highpoint crown steelwork, London Main client: Newington Butts Developments Design Architect: Rogers Stirk Harbour + Associates Delivery Architect: Axis Main contractor: Mace Structural engineer: AKT II Steelwork contractor: Bourne Steel Steel tonnage: 55.5t September 2017 Vol 25 No 8 EDITOR Nick Barrett Tel: 01323 422483 Editor’s comment Editor Nick Barrett says the steel construction supply chain is [email protected] 5 showing a lead by confidently investing for the future against a background of DEPUTY EDITOR Martin Cooper Tel: 01892 538191 uncertainty that is pushing others’ plans to the backburner. [email protected] PRODUCTION EDITOR Andrew Pilcher Tel: 01892 553147 News The Steel Construction Certification Scheme has successfully achieved the [email protected] PRODUCTION ASSISTANT 6 revised ISO 14001 standard. Alastair Lloyd Tel: 01892 553145 [email protected] COMMERCIAL MANAGER Headline Sponsor Investment-led growth is consolidating Barrett Steel’s leading Fawad Minhas Tel: 01892 553149 [email protected] 10 market position. NSC IS PRODUCED BY BARRETT BYRD ASSOCIATES ON BEHALF OF THE BRITISH CONSTRUCTIONAL Sector Focus: Steelmaking NSC looks at the two main steelmaking processes used STEELWORK ASSOCIATION AND STEEL FOR LIFE IN ASSOCIATION WITH THE STEEL CONSTRUCTION 12 by today’s modern industrialised economies. INSTITUTE The British Constructional Steelwork Association Ltd 4 Whitehall Court, Westminster, London SW1A 2ES Retail Preston’s historic covered market will get a new lease of life with the addition Telephone 020 7839 8566 Website www.steelconstruction.org 14 of steel-framed stalls. -
Number 19 2005 - 2006 06 2005 Departmental Staff * - Emeritus Professors
CE News Number 19 2005 - 2006 06 2005 Departmental Staff * - Emeritus professors Academic/Research Staff Technical and General Staff Chris Allington : Structural concrete Ray Allan : Fabrication John Berrill : Geomechanics, engineering seismology Colin Bliss : Fabrication Lis Bowman : Geomechanics Melody Callahan : Graphics, publicity, webmistress Andy Buchanan : Timber and fire engineering Peter Coursey : Computer and electronics technician Des Bull: Structural concrete design, earthquake engineering Nigel Dixon : Structures laboratory Athol Carr : Structural dynamics, finite element analysis Grant Dunlop : Fire engineering laboratory Tom Cochrane : Natural resources engineering Siale Faitotonu : Geomechanical laboratory Misko Cubrinovski : Geomechanics Frank Greenslade : Transport laboratory Erica Dalziell : Risk, systems Gary Harvey : Concrete laboratory Andre Dantas : Transport planning, GIS Brandon Hutchison : Computer analyst Mark Davidson : Fluid mechanics David MacPherson : Technical Services Mgr, Environmental eng. laboratory Roger Dawe : Surveying Russell McConchie : Fabrication and testing Bruce Deam : Earthquake and timber engineering John Maley : Structures laboratory Rajesh Dhakal : Structural engineering Richard Newton : Electronics workshop Charley Fleischmann : Fire engineering Tim Perigo : Structures laboratory Massimo Fragiacomo : Timber engineering Alan Poynter : Model structures laboratory Bruce Hunt : Fluid mechanics, groundwater flow Ian Sheppard : Fluids laboratory Glen Koorey : Transport and traffic engineering -
Observations and Implications of Damage from the Magnitude Mw 6.3 Christchurch, New Zealand Earthquake of 22Nd February 2011
Manuscript Click here to download Manuscript: Observations of Damage From Mw 6 Christchurch earthquake_revision1.docClick here to view linked References OBSERVATIONS AND IMPLICATIONS OF DAMAGE FROM THE MAGNITUDE MW 6.3 CHRISTCHURCH, NEW ZEALAND EARTHQUAKE OF 22ND FEBRUARY 2011 Sean Wilkinson, Damian Grant, Elizabeth Williams, Sara Paganoni, Stuart Fraser, David Boon, Anna Mason, Matthew Free ABSTRACT This paper describes the observations made by a reconnaissance team following the 22nd February 2011, Mw 6.3, Christchurch, New Zealand earthquake (GNS Science; 2011). The team comprised of members of the UK based Earthquake Engineering Field Investigation Team (EEFIT) who spent five days collecting observations on damage resulting from the earthquake. Although the magnitude of this earthquake was not particularly high (Mw 6.3), the shallow focus and close proximity resulted in locally very high ground motions, widespread damage and 182 fatalities. The earthquake is also particularly notable for the widespread liquefaction it caused, landslides and rockfalls in the hills south of Christchurch, and the significant damage suffered by unreinforced masonry and historic structures. Over wide areas of central Christchurch, recorded accelerations were in excess of those required by the current New Zealand seismic loadings standard (NZS1170.5:2004): Standards New Zealand (2004), and therefore the earthquake presented a valuable opportunity to assess performance of modern buildings under code-level ground acceleration. INTRODUCTION th At 04:35 (local time) on the 4 September 2010 the province of Canterbury suffered a magnitude Mw 7.1 earthquake. The epicentre of this earthquake was approximately 40 km West of Christchurch near the town of Darfield (GNS Science, 2010).