Seismic Responses of Two RC Buildings and One Wood Building Based on an Input Wave Field-Reference-Cited by-同舟云学术

Seismic Responses of Two RC Buildings and One Wood Building Based on an Input Wave Field

Published:2015-12 Issue:6 Volume:15 Page:04014093
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Iida Masahiro¹,Iiba Masanori²,Kusunoki Koichi³,Miyamoto Yuji⁴,Isoda Hiroshi⁵

Affiliation:

1. Researcher, Earthquake Research Institute, Univ. of Tokyo, 1-1-1, Yayoi, Bunkyo-ku, Tokyo 113-0032, Japan (corresponding author).

2. Research Supervisor, Building Research Institute, 1, Tachihara, Tsukuba, Ibaraki 305-0802, Japan.

3. Associate Professor, Earthquake Research Institute, Univ. of Tokyo, 1-1-1, Yayoi, Bunkyo-ku, Tokyo 113-0032, Japan.

4. Professor, Dept. of Architecture, Osaka Univ., 1-1 Yamadaoka, Suita, Osaka 565-0871, Japan.

5. Professor, Research Institute for Sustainable Humanosphere, Kyoto Univ., Gokasho, Uji City, Kyoto 611-0011, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000444

Reference16 articles.

1. Abe Y. et al. (1984). “Dynamic behavior of pile foundation during earthquakes.” Proc. 8th World Conf. on Earthquake Engineering Vol. III International Association for Earthquake Engineering Tokyo 585–592.

2. Architectural Institute of Japan. (1985). “Examination of analytical methods.” Proc. 1st Soil-Building Dynamic Interaction Symp. Tokyo 77–81 (in Japanese).

3. Lateral Loaded Pile Response in Liquefiable Soil

4. Three-Dimensional Linear and Simplified Nonlinear Soil Response Methods Based on an Input Wave Field

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