Seismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions: E-Defense Shaking Table Test-Reference-Cited by-同舟云学术

Seismic Resistance Capacity of High-Rise Buildings Subjected to Long-Period Ground Motions: E-Defense Shaking Table Test

Published:2010-06 Issue:6 Volume:136 Page:637-644
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chung Yu-Lin¹²³⁴,Nagae Takuya¹²³⁴,Hitaka Toko¹²³⁴,Nakashima Masayoshi¹²³⁴

Affiliation:

1. Graduate Student, Faculty of Engineering, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

2. Senior Researcher, National Research Institute for Earth Science and Disaster Prevention, Miki, Hyogo 673-0515, Japan (corresponding author).

3. Associate Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

4. Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000161

Reference18 articles.

1. Collapse modes of structures under strong motions of earthquake;Akiyama H.;Ann. Geophys.,2002

2. Bertero V. V. Anderson J. C. and Krawinkler H. (1994). “Performance of steel building structures during the Northridge earthquake.” Rep. No. UCB/EERC-94/09 EERC Univ. of California Berkeley Calif.

3. Building Research Institute. (2005). “The research report about the influence and seismic retrofit technology to the building subjected to long-period ground motion.” Rep. Tokyo (in Japanese).

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