Effects of the three-dimensional configuration of the soil-structure system on building responses to wave propagation

Author:

Nakagawa Hiroto,Nakai Shoichi,Kashima Toshihide

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference13 articles.

1. The Cause of the Damage Belt in Kobe: “The Basin-Edge Effect”;Kawase;Constructive Interference of the Direct S-wave with the Basin-Induced Diffracted Rayleigh Waves, Seism. Res. Lett.,1996

2. R. Shimizu, T. Maeda, The Effect of Subsurface Structure on the Concentration of Structural Damage in Town of Anamizu During the 2010 Noto-Hanto Earthquake, J. Struct. Constr. Eng., AIJ, 75(648), 269-277, 2010. (in Japanese with English Abstract).

3. F.J. Sánchez-Sesma, On the Seismic Response of Alluvial Valleys, Proc. IASPEI / IAEE Joint Working Group on Effects of Surface Geology on Seismic Motion, Tokyo, Japan, IV-1-20, 1988.

4. Early History of Soil-Structure Interaction;Kausel;Soil Dyn. Earthq. Eng.,2010

5. A Microtremor Exploration in Iwaki City Hall for Evaluation of Inclined Bedrock;Nakagawa;J. Japan Assoc. Earthq. Eng.,2015

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