先进城市与社会的高性能抗震结构

doi:10.1016/j.eng.2018.11.023

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工程（英文） ›› 2019, Vol. 5 ›› Issue (2) : 184-189. DOI: 10.1016/j.eng.2018.11.023

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先进城市与社会的高性能抗震结构

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Higher Performance Seismic Structures for Advanced Cities and Societies

Jiro Takagi ^a ,
Akira Wada ^b

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. . Engineering. 2019, 5(2): 184-189 https://doi.org/10.1016/j.eng.2018.11.023

参考文献

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[1]	Working Group on Countermeasures for Tokyo Metropolitan Inland Earthquake. Damage estimation and countermeasures for Tokyo metropolitan inland earthquake. Final report. Tokyo: Working Group on Countermeasures for Tokyo Metropolitan Inland Earthquake; 2013 Dec. Japanese.
[2]	Cabinet Office, Government of Japan. Disaster management in Japan. Tokyo: Cabinet Office, Government of Japan; 2015.
[3]	Earthquake Engineering Research Institute (EERI). Earthquake reconnaissance team report: M7.8 Gorkha, Nepal earthquake on April 25, 2015 and its aftershocks. Oakland, CA: EERI; 2016.
[4]	Earthquake Engineering Research Institute (EERI). Special earthquake report: the Mw6.3 Abruzzo, Italy, earthquake of April 6, 2009. Oakland, CA: EERI; 2009.
[5]	Yocohama Red Brick Warehouse. History of the Red Brick [Internet]. Yokohama: Yokohama Akarenga [cited 2018 Nov 5]. Available from: http://www.yokohama-akarenga.jp/about/history/.
[6]	Architectural Institute of Japan. Report on the Hanshin-Awaji earthquake disaster—building series 1: structural damage to reinforced concrete building. Tokyo: Architectural Institute of Japan; 1997. Japanese.
[7]	Architectural Institute of Japan. Report on the Hanshin-Awaji earthquake disaster—building series 3: structural damage to steel buildings, structural damage to shell and spatial structures, structural damage to storage tanks and their supports. Tokyo: Architectural Institute of Japan; 1997. Japanese.
[8]	Architectural Institute of Japan. Report on the Hanshin-Awaji earthquake disaster—building series 4: wooden structure, damage to building foundations. Tokyo: Architectural Institute of Japan; 1998. Japanese.
[9]	Architectural Institute of Japan. Design recommendations for seismically isolated buildings. Tokyo: Architectural Institute of Japan; 2015. Japanese.

Acknowledgements

The essence of this paper comes from 30 years of discussion with Professor Stephen Mahin at the University of California, Berkeley and Professor Jerome J. Connor at the Massachusetts Institute of Technology, who are greatly acknowledged. Professor Vitelmo V. Bertero at the University of California, Berkeley, Professor Yoshikatsu Tsuboi at the University of Tokyo, and Professor Emeritus Tsuneyoshi Nakamura at Kyoto University are also acknowledged. The authors would like to thank Nagahide Kani, executive advisor of the Japan Society of Seismic Isolation, and Won K. Lee for their support.