Relative Seismic Risk Evaluation of Various Buildings Based on an Input Wave Field-Reference-Cited by-同舟云学术

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Relative Seismic Risk Evaluation of Various Buildings Based on an Input Wave Field

Published:2017-09 Issue:9 Volume:17 Page:04017068
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, Yayoi, Bunkyo-ku, Tokyo 113-0032, Japan (corresponding author).

2. Professor, Dept. of Architecture, Hokkaido Univ., Sapporo 060-8628, Japan.

3. Associate Professor, Earthquake Research Institute, Univ. of Tokyo, Tokyo, Japan.

4. Professor, Dept. of Architecture, Osaka Univ., Osaka 113-0032, Japan.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000967

Reference17 articles.

1. Influence of dynamic soil–structure interaction on the nonlinear response and seismic reliability of multistorey systems

2. On the effective seismic input for non-linear soil-structure interaction systems

3. Three-Dimensional Seismic Response of Humboldt Bay Bridge-Foundation-Ground System

4. Seismic responses of end-bearing piles;Flores-Berrones R.;J. Geotech. Engrg. Div.,1982

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