3D Methods for Examining Soil–Building Interaction for Nonlinear Soil Behavior Based on an Input Wave Field-Reference-Cited by-同舟云学术

3D Methods for Examining Soil–Building Interaction for Nonlinear Soil Behavior Based on an Input Wave Field

Published:2017-03 Issue:3 Volume:17 Page:04016081
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Iida Masahiro¹

Affiliation:

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000780

Reference21 articles.

1. Steel Reinforced Concrete Structures in 1995 Hyogoken-Nanbu Earthquake

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

3. Building Center of Japan. (2013). The building standard law of Japan (enforcement order of building standard law Chapter 3 Section 8) Tokyo.

4. Earthquake Engineering Research Institute. (1995). “The Hyogo-ken Nanbu earthquake January 17 1995.” Preliminary Reconnaissance Rep. 95–04 Oakland CA.

5. Simulation analyses of buildings damaged in the 1995 Kobe, Japan, earthquake considering soil-structure interaction

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