"Disaster Risk Reduction and Build Back Better Recovery

Total Page:16

File Type:pdf, Size:1020Kb

JICA Forum / 2016.4.25 Photo by Masahiko Murata Damage by the Earthquake Scale: Magnitude 7.3(JMA)<Mw6.9> Max. Seismic Intensity: 7 on JMA scale Epicenter: South of Hyogo (North Awaji) Dead/Missing:6,434/3 Seismic Financial Damage: 9.9 trillion yen(2%of GDP) intensity Max. refugees: 316,678 7 Max. no. of shelters: 1,153 Buildings damaged: 256,754 Source: Masahiko Murata Damage Survey Data Source: Kobe City Feature of the Great Hanshin-Awaji Earthquake • The earthquake hit directly the big and highly developed city with population of 3.6 million – Many people lived in densely area. • Scarcity of spaces • large number of the refugees to be secured – Damage of Lifeline( ・ Electricity ・Gas ・Water ・ Telephone ・Railroad ・Road etc.)which critically affects the economy and society. – Damage for Service Industry(Retail, Tourism, Restaurant etc.) →Flow of people and economy was cut off. 82.5 Billion US$ Worth Damage (\ 9.9Tri) Business 7% Public Facilities 9% $ 82.5Bil Lifelines 25% Buildings 59% Fire •The number of fire occurrence on Jan 17 :86 •Burned Area: 70ha •The number of burned buildings: 7,500 buildings Headquarters were Damaged Source: Kobe City Source: Hyogo Pref. Source: Hyogo Pref. Kobe Municipal Government HYOGO Prefecture Government Electric Power, Telephone Line, Water Supply were Cut off Source: Hyogo Pref. - Hyogo Government’s Satellite Communication system also fell down - Deep Well of the Hyogo Gov’t survived Long Queue to get Water (Nagata, Kobe) Source: Kobe City Landslide (Nigawa Yurino-cho, Nishinomiya) Source: Hyogo Pref. Urban Disaster: Many Stakeholders for Recovery Sannomiya Station (Central Kobe) just after the Eq. Source: Hyogo Pref. Japan Railway, Hankyu Railway, Kobe Urban Re-development, Land Re- Subway, Bus service, Street roads, Water, adjustment projects with Public-Private Sewerage, Electricity, Telecommunication, partnership (Shin-Nagata, Rokko etc.) Private/ Public Bldgs with Offices, Shops ---- ---- Progress of Reconstruction (Urban Infra) Main recovery projects Date of completion Roads Chugoku Expressway 21.Jul. 1995 Meishin Expressway 29.Jul. 1995 Hanshin Wangan Expressway 1.Sep. 1995 Route 2 Hamate Bypass 2.May 1996 Harbor Highway 24.Aug. 1996 Hanshin Expressway Kobe Route 30.Sep.1996 Railway JR West (Kobe Line) 1.Apr. 1995 JR West (Sanyo Shinkansen) 8.Apr. 1995 Hankyu Railways (Kobe Line) 12.Jun. 1995 Hanshin Railways (Main line) 26.Jun. 1995 Kobe Shinkotsu (Rokko Liner) 23.Aug. 1995 Ports Kobe Port 31.Mar. 1997 Amagasaki-Nishinomiya-Ashiya Port 31.Mar.1997 The Great Hanshin-Awaji Earthquake Reconstruction Plan (Hyogo Phoenix Plan) Quite important to give Hope for the future: Our Cities will recover better than before!! •Started 4 days after the disaster •Adopted in July 1995 (took 6 months) •Targeted completion: 2005 •Targeted areas: 10 Cities and 10 Towns Hyogo Phoenix Plan Creative Reconstruction ---Build Back Better than pre-quake-- ●Harmonious Coexistence between People & Nature/Society Five pillars Creation of a WELFARE society tailored for the 21st century Creation of a CULTURALLY rich society open to the world Creation of a society where existing Industries grow and new INDUSTRIES flourish Creation of a DISASTER-RESILIENT metropolis where people can live with confidence URBAN DEVELOPMENT with multi-centered network- type metropolitan area Priority 3-year Reconstruction Plans 1) Housing 2)Industry 3)Infra Structure Housing Infra- Industry (Unit) structure Planned 125,000 100.0% ¥5.7 tril Target (Order base) (Net Reg. (Budget base) Product base) Achieved 173,300* 101.7% ¥5.87 tril (139%) (103%) • Overall target level was achieved by March 1998 * As of end of March 2000 (169,000 as of 1998) Shelters / Temporary Houses HYOGO PREFECTURE Provided temporary houses Emergency Shelters (Schools) (Totally 48,300 units --- met the needs) 1,153 shelters with 320,000 refugees (just after) Source: Hyogo Pref. Special care is necessary for Source: Hyogo Pref. Women, Elderly, Disabled, Children - Importance of Quake-Resistance Housing 88% of the victims were by building collapse Main Cause of Death No. of death (3) 2% (1) Collapse of Buildings 4,831 88% (2) 10% (2) Fire 550 10% (3) Others (1) 121 2% (Slide, Transportation) 88% Total 5,502 Hyogo Pref. Police HQ Building Damage by construction date <Data from building survey in Central Kobe: 923bldgs> 100% <Index> 25% 80% Collapse/ 57% Ser. Dmg 60% 75% 40% Moderate/ Minor 40% Slight/No 31% Damage 20% 35% 16% (17) 12% (5) 0% 8% (3) (Collapse) -1971 1972-81 1982- In Japan, millions of houses are built before 1981, which are not seismic resistant: needs reinforcement Housing Recovery HYOGO PREFECTURE Reconstruction of Private Housing ・ Low interest housing loan ・ Interest subsidy for housing loan Privately-owned Rental Housing ・ House rent subsidy ・ Promoting the supply of privately- owned rental housing Public Housing Source: Hyogo Pref. ・ Promoting the supply of public housing (42,137 houses) ・ Reducing the rent burden for public housing (for 10 years19) Importance of Reinforcement of Existing Buildings Built under Old Building Code (-1981) Source: Hyogo Pref. 90% of deaths of the GHA Eq were caused by collapsed buildings ■ Promoting earthquake resistant homes and public facilities (1) Formulation of Promotion Plan for Earthquake- Resistant Renovation Works in Hyogo Attached braces (2) Promotion Project for Earthquake-Resistant Renovation work for homeowners : Subsidies for seismic evaluation, developpiing plans for earthquake-resistant renovation work, and actual renovation works (3) Earthquake-resistant renovation works for government- owned public buildings To be used as hubs for emergency and/or for relief activities and evacuation sites for disaster victims (schools, hospitals, police offices etc.) Importance of Reinforcement of Existing Buildings Built under学校の耐震補強 Old Building Code (-1981) Schools; Reinforced by steel braces Source: Hyogo Pref. Retrofitted Yakami Elementary School Sasayama (Completed in 2012, C=\147mil.) Wooden School built in 1937, a Symbol of the City http://yakami-el.sasayama.jp/ Source: Sasayama City Special reinforcement method for walls and bases was developed using the E-Defence Shaking Talbe 22 Reinforcement of inflastructures nationwide Hanshin Highway; Piers were covered with steel plates Source: Hyogo Pref. Recovery of Historical Buildings ; Recovery of Tourism Industry Source: Hyogo Pref. Recovered stronger than before Recovery of Towns and Community Land Re-adjustment Projects (LR) Urban Re-development Projects Merits and Demerits Community Participation should be well discussed Consensus Formation Among Residents Through Community Development Council Land Readjustment Projects in Kobe Consensus building among local residents through Community development council meeting ; Government sent town planning experts to each community Damage ratio 66% 67% 70% 80% 92% 83% 80% 98% 91% 66% 80% Source: Kobe City Total 13 LR Areas in Hyogo (256ha) Land Readjustment Projects in Kobe Source: Kobe City Community Involvement for Land Readjustment Planning City Government published its initial LR plan, and got hundreds of negative comments Community involvement for LR Planning ●Establishment of the Community Development Conference →Gov.sent experts and Reflected the opinions of citizens ● 2 Stages LR planning was introduced →1st:Gov.decides the overall urban planning 2nd:Community draw their detailed plan and finalize the Plan with mutual consensus Source: Hyogo Pref. Source: Hyogo Pref. Two Stages Urban Planning for L.R. Projects Matsumoto Area Source: Kobe City City Planning in the 1st Stage: 17 Mar 1995 Decision of the area of the L.R. Project and City Planning Roads Contents of the Community Development Proposal by Community Development Conference: 10 Dec.1995 City Planning in the 2nd Stage (1) Alteration and Addition in City Planning: 27 Mar.1996 • Additional City Planning Roads • Decision of City Planning Parks (2) Approval of the L.R . Project: 26 Mar. 1996 Matsumoto松本地区の区画整理前後の比較 Area, before and after the L.R. Before被災前 the Eq. Just被災直後 after the Eq. After区画整理の後 the L.R. Completed on 24 Dec. 2004 (Photo by Kobe City) 30 Land Readjustment Projects for Build Back Better Recovery •Matsumoto, Kobe •Matsumoto Street W=17m Source: Kobe City Rokkomichi St. North, Kobe Pictures from Kobe City Rokko-machi Street W=17m Before Land Readjustment Project in Nishinomiya Source: Nishinomiya City Immediately after the Earthquake 32 (Nishinomiya City) After Land Readjustment Project in Nishinomiya After Land Readjustment Source: Nishinomiya City33 整備後((Nishinomiya西宮市) City) • Parks for DRR Public Parks for DRR • <Build Back Better/ Creative Reconstruction> Open Spaces such as Parks in urban area are important for DRR • For temporary evacuation • Special benches at parks will be used as cooking facilities or toilets. • Under the ground, anti-seismic reservoirs are berried for emergency water supply Source: Kobe City Slight damage at Naya Bazar in Kathmandu (Land Pooling Project area) Open Street Map Photo by Masahiko Murata 整理された区画街路。建物被害なし Well Planed Urban Area had almost no damage To prepare worse scenario; BBB Recovery and Pre-disaster Urban Planning should be considered Importance of Quality of Materials Photo by M.Murata in Chautara Photo by M.Murata in Bahktapul Photo by M.Murata in Bahktapul Poor quality concrete and less steel bars are not strong enough What we can / should do from Hyogo 【According to Mr. Seiji Suwa, EARTH, Hyogo】 【Situation & Consciousness】 1.New anti-seismic school building and retrofitting of existing building
Recommended publications
  • And Sub-Structures of Elevated Highways in the Kobe, Ashiya, and Nishinomiya Area
    SPECIAL ISSUE OF SOILS AND FOUNDATIONS 189-200, Jan. 1996 Japanese Geotechnical Society FOUNDATION DAMAGE OF STRUCTURES TAMOTSU MATSUIO and KAZUHIRO ODAii) ABSTRACT The 1995 Hyogoken-Nambu earthquake caused heavy damage to many super- and sub-structures of elevated highways in the Kobe, Ashiya, and Nishinomiya area. The majority of the elevated highways are founded on piles, most of which are cast-in-place reinforced large diameter concrete bored piles. The bore-hole television (BHTV) system was the most reliable method applied to the inspection of the soundness of cast-in-place bored piles. It was revealed that some cracks occur not only around the top of a pile but also between the pile top and tip. It was also noted that the degree of pile damage does not necessarily correspond to that of super- and sub-structures. In addition, the lateral resistance of damaged piles is discussed herein, based on the results of an available full-scale static load test on a pile group. Some case histories of raft foundations, caisson foundations, steel pipe pile foundations and precast prestressed concrete pile foundations are presented. Finally, it was concluded that the foundation damage to structures is sometimes caused not only by seismic force of super- and sub-structures, but also by liquefaction and/or lateral flow of the subsoil below the ground surface. Key words: caisson, cast-in-place pile, deep foundation, earthquake damage, foundation, pile, shallow foundation, (IGC: H1) geotechnical engineering, but also including considera- INTRODUCTION tion of the methods of restoration. The 1995 Hyogoken-Nambu earthquake was the larg- est to occur so far in a highly urban area.
    [Show full text]
  • Analysis of Travel-Time Variation Over Multiple Sections of Hanshin Expressway in Japan
    GENERAL ARTICLES Analysis of travel-time variation over multiple sections of Hanshin expressway in Japan Chalumuri Ravi Sekhar*, Takamasa Iryo and Yasuo Asakura Travel-time variation frequently occurs in urban arterial road networks as a result of demand and supply variations as well as of external factors such as adverse weather and natural disasters. Study of travel-time variation is useful for measuring travel-time reliability studies. The objective of this study was to analyse the factors influencing travel-time variation among multiple sections of the Kobe route of the Hanshin Expressway in Japan. In this study, the Seemingly Unrelated Regres- sion Equation (SURE) model was adopted to analyse the travel-time variation due to traffic volume, traffic accidents and rainfall as factors from the supply side, demand side and external factors of the transportation system respectively. This study identified that there was contemporaneous error correlation among multiple sections of the Kobe route. This error causes significant difference in estimated model parameters between the SURE model and Ordinary Least Square (OLS) model. Parti- cularly, it has been observed that SURE model coefficients obtained for the rainfall parameter were 42% lower than OLS model coefficients. The results of this study emphasize that the SURE model is good for analysing the influence of various factors on travel-time variation among multiple sections of the Hanshin Expressway. Keywords: Multiple sections, SURE model, transportation system, urban expressway. TRAVEL-TIME variation frequently occurs in urban arterial Unrelated Regression Equation (SURE) model was road networks as a result of various uncertainties in the adopted for evaluation of the effect of these factors on transportation system.
    [Show full text]
  • 7Th Fiscal Period Semi-Annual Report March 1, 2019 to August 31, 2019
    7th Fiscal Period Semi-Annual Report March 1, 2019 to August 31, 2019 LaSalle LOGIPORT REIT 1-11-1 Marunouchi, Chiyoda-ku, Tokyo, Japan Message to Unitholders Features of LaSalle LOGIPORT REIT The existing properties of LLR also remain in good shape. Bolstered by strong demand from tenants, the fiscal period Focused investments in prime logistics located in the Tokyo and Osaka areas average occupancy rate of the entire portfolio stood at 98.8%, staying at the high level it had achieved in previous • The portfolio comprises large logistics facilities located in the Tokyo and Osaka markets Toshimitsu Fujiwara fiscal periods. • Make investments with attention given to location and building specifications – the source of property Executive Director competitiveness – to secure the portfolio’s competitiveness over a medium to long term LaSalle LOGIPORT REIT As a result of these endeavors, LLR has achieved the best 1 President and CEO performance since listing, posting operating revenues of LaSalle REIT Advisors K.K. 6,942 million yen, operating profits of 4,064 million yen, During the 7th fiscal period, LaSalle LOGIPORT REIT ordinary income of 3,688 million yen, and net income of Leveraging the LaSalle Group’s real estate investment management capabilities (“LLR”) decided on an asset replacement in April 2019, 3,687 million yen, with a DPU of 3,200 yen. • Leverage the LaSalle Group’s global experience and expertise as a leading company investing in core aimed at reinforcing portfolio profitability. Moreover, in real estate assets Entering the 8th fiscal period, LLR conducted its second association with the public offering it conducted in May, the public offering to acquire two properties, including addi- • Take advantage of the LaSalle Group’s investment management capabilities with an strong track record first follow on equity raise since listing, LLR announced the 2 of developing and investing in logistics facilities in Japan tional interests in an existing portfolio property, totaling 35 acquisition of five properties and the sale of one property.
    [Show full text]
  • 2D-0067 the 17Th World Conference on Earthquake Engineering
    2d-0067 The 17th World Conference on Earthquake Engineering 17th World Conference on Earthquake Engineering, 17WCEE Sendai, Japan - September 13th to 18th 2020 Paper N° C002182 Registration Code: S-A00954 REPRODUCTION SIMULATION OF 1995 KOBE EARTHQUAKE BY EARTHQUAKE DAMAGE SIMULATIONS IN EXPRESSWAY NETWORK M. Hattori (1), H. Ohishi (2), M. Shinohara(3), M. Nakamura(4) , K. Magoshi(5) (1) Hanshin Expressway Technology Center, [email protected] (2) Hanshin Expressway Technology Center, [email protected] (3) Hanshin Expressway Company Limited, [email protected] (4) Earthquake Engineering Research Center Inc, [email protected] (5) Earthquake Engineering Research Center Inc, [email protected] Abstract Earthquake damage simulations in expressway network targeted major earthquakes in the future has been researched in Hanshin Expressway. This simulations target all Hanshin Expressway route. So, it can evaluate the bridge damage conditions in route units or span units. If damaged piers can be predicted by the earthquake damage simulation, it is possible to clarify the piers where we should conduct the seismic reinforcement. In addition, if amount of step displacement on the road surface can be predicted, it is possible to clarify the places where we should prepare equipment to eliminate the steps. This earthquake damage simulation system is divided into three stages. Every earthquake simulation delivers the simulation results. Step 1 : Deep ground response analysis (from epicenter to engineering foundation) Step 2 : Shallow ground response analysis (from engineering foundation to pier foundation) Step 3 : Structural response analysis In this study, 1995 Kobe earthquake was tried to reproduce by using this earthquake damage simulation to verify this simulation accuracy.
    [Show full text]
  • Company Profile
    HANSHIN EXPRESSWAY COMPANY LIMITED COMPANY PROFILE The design of the cover is created with inspiration obtained from the beauty of the curves of an expressway junction and mizuhiki. Mizuhiki is a Japanese traditional artwork made from thin, fine twine ofwashi , or Japanese paper. The beautifully tied knots are used to decorate gifts and are also popular motifs for hair ornaments and other accessories. HANSHIN EXPRESSWAY COMPANY LIMITED 4-1-3 Kyutarou-machi, Chuo-ku, Osaka 541-0056, Japan TEL. +81-6-6252-8121 Web. http://www.hanshin-exp.co.jp/english/ e-mail: [email protected] 201809-ACC-EN6th-200 Our Corporate Philosophy HANSHIN EXPRESSWAY COMPANY LIMITED COMPANY PROFILE Aiming to achieve more advanced expressway management and services Our mission is to create a safe, secure and comfortable network of expressways to satisfy customers, support the area livelihood, and contribute to Kansai’s economic growth. President Statement CONTENTS Hanshin Expressway is one of the major traffic arteries in the Kansai urban area with a 260.5 km- 1. Hanshin Expressway at a Glance 2-5 long network. True to our corporate philosophy of “Pursuing More Advanced Expressway Service,” 2. Main Business Domains 6-15 we have taken various actions to ensure safety and comfort of customers, while helping improve the people’s living and the local economy in Kansai through our duty of construction and management of 3. Overseas expansion 16-17 the traffic network. We started a new toll system designed to help customers make a wise use of expressways as an extremely important policy for the growth of the urban areas in Kansai in June 2017.
    [Show full text]
  • Seismic Design and Behavior of the Higashi-Kobe Bridge and Restoration After the 1995 Kobe Earthquake
    2793 SEISMIC DESIGN AND BEHAVIOR OF THE HIGASHI-KOBE BRIDGE AND RESTORATION AFTER THE 1995 KOBE EARTHQUAKE T NAGANUMA1, M KITAZAWA2, Y ADACHI3 And J NOGUCHI4 SUMMARY The Higashi-Kobe Bridge is one of the longest cable-stayed bridges in the world. From the point of seismic design, the Higashi-Kobe Bridge has the unique supporting system in that the main girder is movable in the longitudinal direction. This system gives a longer natural period and can reduce earthquake force of the tower considerably, but has the disadvantage of large displacement of the main girder at earthquakes. In this situation, the 1995 Hyogo-ken Nanbu earthquake struck the Hanshin area. The Higashi-Kobe Bridge also underwent strong earthquake motion, and unexpected damage most of which centered on the shoes of P187 was observed. After the earthquake, an analytical study was made using the observed records, and the results were compared with the damage and movement during the earthquake to evaluate the seismic behavior and damage mechanism. As a result, analytical results show good agreement with the structural damage and analysis is considered satisfactory. In this paper, the seismic design, damage and restoration work of the Higashi-Kobe Bridge, and the seismic performance during the earthquake are reported. INTRODUCTION The Higashi-Kobe Bridge is one of the longest cable-stayed bridges in the world, which has the center span of 485m. The bridge is situated in the eastern part of Kobe City and laid across the Higashi-Kobe Channel. It forms a part of the Osaka Bay Route which plays an important role in economic activities of the Osaka-Kobe area.
    [Show full text]
  • Traffic Safety Meaures on Hanshin Expressway
    PIARC_Mexicocity 2011 TRAFFIC SAFETY MEAURES ON HANSHIN EXPRESSWAY Takashi KODAMA Hanshin Expressway Company Limited, Japan. [email protected] Toshihiko KITAZAWA Hanshin Expressway R&D Co.,Ltd., Japan. [email protected] Takehiko DAITO Transportation System Studies Lab, Co.,Ltd., Japan. [email protected] ABSTRACT This study reports the measures of the Hanshin Expressway to reduce traffic accidents. The Hanshin Expressway Company Limited has accomplished a reduction of more than 1,000 accidents per year, which was the targeted goal of the Traffic Safety Measures Action Program which implemented measures to reduce traffic accident on the expressway over the course of three years beginning in 2007. We have analyzed the effectiveness of the measures implemented in this program. Based on the discussions regarding how to reduce accidents even further through the analysis of causal factors of traffic accidents, the management company is continuing the effort by instituting the Second Safety Measures Action Program. 1. INTRODUCTION Hanshin Expressway is an urban highway system serving the Kansai region in Japan. Since it began operation in 1964, the system has evolved to now the total length of 242km. Although, at first the number of vehicles as well as the number of traffic accidents on the Expressway increased as the highway system grew, the trend has been stagnant and even started slightly declining since 1998. As of 2009, the number of daily traffic volume on the Expressway is approximately 900,000 vehicles, and the number of accidents is 6,072 per year. The number of traffic accidents on the Expressway network did not increase significantly for over 20 years since 1980s, mainly due to the fact that a number of measures to reduce accidents have been implemented.
    [Show full text]
  • An Analysis of Damage to Hanshin Elevated Expressway During 1995 Kobe Earthquake
    0318 AN ANALYSIS OF DAMAGE TO HANSHIN ELEVATED EXPRESSWAY DURING 1995 KOBE EARTHQUAKE Satoko ABE, Yozo FUJINO, Masato ABE SUMMARY Damage to Hanshin Expressway ’Kobe Route’ P1 to P718 is described in conjunction with the structural characteristics. Although the damage level of many piers was generally very high in the Kobe Route, it is also true that the visually-judged damage of many piers is moderate or mild. The visually-judged damage level is scattered along the route; no consistent trend can be found. On the other hand, there were many piers which have large residual inclination. The direction of the residual inclination of the piers was consistent with the dominant direction of the ground motion. It is interesting to note that the large residual inclination occurred mainly in the section from P50 to P300 (east part of Kobe Route). The correlation between the damage level and the residual inclination of the piers is not identified. In the latter part of this paper, damage to the piers from P1 to P350 is investigated in detail. Considering that large residual inclination( >0.5 ° ) of piers is earthquake-induced severe damage, it is shown that almost all the RC single piers from P35 to P350 received severe damage consistently. The ratio, r of flexure to shear capacity of the RC single piers from P1 to P350 was calculated from the design drawings ; it is found that , for severely damaged piers, the damage mode (flexure or shear ) in the piers is fairly consistent with the value of r, either >1.0 or <1.0.
    [Show full text]
  • KANSAI SCIENCE CITY KEIHANNA SCIENCE CIT Y Access Map
    KANSAI SCIENCE CITY KEIHANNA SCIENCE CIT Y Access Map Kyoto-Minami IC Meishin Expressway Road Access Map KYOTO Oyamazaki Hanshin Expressway Kyoto Route Ogura IC JCT Keiji Bypass Shin-Meishin Expressway (Planned) Kumiyama JCT YAWATA 24 IC/JCT Joyo IC 1 Suita Meishin Expressway Tanabe- Nishi IC Chugoku Expressway JCT 24 307 Daini Keihan Road Hanshin Expressway Keinawa Osaka Ikeda Route Expressway International Airport Keihanna Science City 168 Keihanna Plaza Meishin Expressway Toyonaka Seika Gakken IC Nishinomiya JCT Seika Odori Avenue Hanshin Expressway 163 Yamadagawa IC IC Moriguchi Route H anshin Morishoji Expresswa Nara y Ko Kadoma JCT Kizu IC be R IC Seika H a ou Daito- nshin Expressw te Route ay W Tsurumi IC a n g Hanna Road a n Higashi-Osaka R OSAKA o u te Hanshin JCT Expressway Daini Hanna Toll Road Tempozan Loop Route JCT Kinki Expressway Koriyama Nishi-Meihan Expressway NARA IC Hanshin Expressway Sakai Route Matsubara JCT Kyoto Daini-Hanwa Railroad Access Map National Route Hanwa Expressway Tambabashi 26 Kansai International Airport Rinku Shin- JCT JR Sanyo JR Tokaido Shinkansen Shinkansen Keihanna Hosono Shin-Osaka Science City Hosono Kizu Kansai Kuko Expressway Izumisano Osaka Keihanna Plaza Amagasaki Keihan Main Line JCT Takanohara Gakken Nara- JR Tozai Line Kita-Shinchi JR Gakkentoshi Tomigaoka Cosmo Kyobashi Line Kintetsu Square Subway Keihanna Chuo Line Honmachi Line Yamato- JR Nara Line J R Saidaiji Kintetsu Kyoto Line O Kintetsu Namba Line s Namba Kintetsu Nara a Kintetsu Nara Line k Ikoma a L Tennoji o o Nara p L JR Yamatoji Line (Kansai Line) ine Kansai Nankai Main Line International Airport JR Hanwa Line Public Foundation of Kansai Research Institute Kansai Science City Construction Promotion Conference Facility Description Laboratory Wing 3F, Keihanna Plaza (Keihanna Science City) 1-7 Hikaridai, Seika-cho, Soraku-gun, Kyoto 619-0237 TEL.0774-95-5105 FAX.0774-95-5104 URL.http://www.kri.or.jp/ 2016.04.
    [Show full text]
  • 10Th Fiscal Period Semi-Annual Report
    10 th Fiscal Period Semi-Annual Report September 1, 2020 to February 28, 2021 LaSalle LOGIPORT REIT 1-11-1 Marunouchi, Chiyoda-ku, Tokyo, Japan Features of LaSalle LOGIPORT REIT Message to Unitholders rate for the entire portfolio of 99.0% against the backdrop Focused investments in prime logistics located in the Tokyo and Osaka areas of robust tenant demand for highly functional logistics • The portfolio comprises large logistics facilities located in the Tokyo and Osaka markets spaces. These endeavors allowed LLR to post operating revenues of 9,504 million yen, operating income of 5,316 • Make investments with attention given to location and building specifications – the source of property Toshimitsu Fujiwara million yen, ordinary income of 4,668 million yen, and net competitiveness – to secure the portfolio’s competitiveness over a medium to long term Executive Director 1 income of 4,667 million yen, with a distribution per unit LaSalle LOGIPORT REIT President and CEO (“DPU”) of 3,077 yen. LaSalle REIT Advisors K.K. Leveraging the LaSalle Group’s real estate investment management capabilities In April 2021, after entering the 11th fiscal period ending • Leverage the LaSalle Group’s global experience and expertise as a leading company investing in core On behalf of LaSalle LOGIPORT REIT (“LLR”), I would August 2021, LLR acquired a large logistics facility real estate assets like to express our sincere gratitude for your loyal located in the Osaka Bay area for 40 billion yen by using funds from its fourth public offering, and realized further • Take advantage of the LaSalle Group’s investment management capabilities with an strong track record patronage.
    [Show full text]
  • KANSAI SCIENCE CITY KEIHANNA SCIENCE CIT Y Access Map
    KANSAI SCIENCE CITY KEIHANNA SCIENCE CIT Y Access Map Kyoto-Minami IC 2019 Meishin Expressway Road Access Map KYOTO Oyamazaki Ogura IC JCT Keiji Bypass Shin-Meishin Expressway (Planned) Kumiyama JCT YawataKyotanabe 24 JCT・IC Joyo JCT・IC 1 Suita Meishin Expressway Tanabe- Nishi IC Chugoku Expressway JCT 24 307 Daini Keihan Road Hanshin Expressway Keinawa Osaka Ikeda Route Expressway International Airport Keihanna Science City 168 Keihanna Plaza Meishin Expressway Toyonaka Seika Gakken IC Nishinomiya JCT Seika Odori Avenue Hanshin Expressway 163 Yamadagawa IC IC Moriguchi Route H anshin Morishoji Expresswa Nara y Ko Kadoma JCT Kizu IC be R IC Seika H a ou Daito- nshin Expressw te Route ay W Tsurumi IC a n g Hanna Road a n Higashi-Osaka R OSAKA o u te Hanshin JCT Expressway Daini Hanna Road Loop Route Yumeshima (World Expo 2025 site) Tempozan JCT Kinki Expressway Koriyama Nishi-Meihan Expressway NARA IC Hanshin Expressway Sakai Route Matsubara JCT Kyoto Daini-Hanwa Railroad Access Map National Route Hanwa Expressway Tambabashi 26 Kansai International Airport Rinku Shin- JCT JR Sanyo JR Tokaido Shinkansen Shinkansen Keihanna Hosono Shin-Osaka Science City Hosono Kizu Kansai Kuko Expressway Izumisano Osaka Keihan Main Line Keihanna Plaza JCT Amagasaki JR GakkentoshiGakken Line Nara- Takanohara JR Tozai Line Kita-Shinchi Hanaten Tomigaoka Nakanoshima Kyobashi Kintetsu Keihanna Subway Nagata Line Cosmo Chuo Line Honmachi Yamato- JR Nara Line Square J R Saidaiji Kintetsu Kyoto Line O Kintetsu Namba Line s Osaka Namba Kintetsu Nara a Kintetsu Nara Line k Ikoma a L Tennoji o o Nara p L JR Yamatoji Line in Kyuhouji e (Kansai Line) Kansai Nankai Main Line International Airport JR Hanwa Line Public Foundation of Kansai Research Institute Kansai Science City Construction Promotion Conference Facility Description Laboratory Wing 3F, Keihanna Plaza (Keihanna Science City) 1-7 Hikaridai, Seika-cho, Soraku-gun, Kyoto 619-0237 TEL.0774-95-5105 FAX.0774-95-5104 URL.https://www.kri.or.jp/ 2019.03.
    [Show full text]
  • Enjoy Outdoor Art As You Stroll Around to Visit Three Unique Art Museums
    Enjoy outdoor art as you stroll around to visit three unique art museums Sightseeing in the City of Kobe Many wonderful tourist spots are situated not far from Kobe Museum Road. It’s a great idea to combine art museum visits with these other sights. Kobe Meriken Park (Port of Kobe) Arima Onsen Hot Springs A waterfront park that is walking distance from the center of Kobe. In 1987, a section of Loved by the 16th century lord Toyotomi Hideyoshi, Arima Onsen is a well-known oasis the bay was reclaimed between the former Meriken Hatoba (“American Landing Pier”) of the Kansai region and one of Japan’s three oldest and most famous hot springs. and the pier where Kobe Port Tower stands. In this new park area the Kobe Maritime The brown “golden” water is known for its skin-beautifying properties, and is therefore Museum was built, along with a hotel and a big art object—Fish Dance—designed by the popular with women. There is also a transparent “silver” hot spring that offers other architect Frank Gehry. Today the park presents one of the landmark scenes of the Port of healing properties. Kobe. Mount Rokko Kitano Mt. Rokko was developed by the British as a resort area in the Meiji Era (1868–1912). The Kitano area is a popular sightseeing spot in Kobe with luxurious Western-style The top can be reached in just 30 minutes from central Kobe, offering panoramic views houses opened as museums; the houses once belonged to foreigners who settled in Kobe of Kobe and Osaka Bay.
    [Show full text]