Influence of soil–structure interaction (structure-to-soil relative stiffness and mass ratio) on the fundamental period of buildings: experimental observation and analytical verification-Reference-Cited by-同舟云学术

Influence of soil–structure interaction (structure-to-soil relative stiffness and mass ratio) on the fundamental period of buildings: experimental observation and analytical verification

Published:2015-09-22 Issue:1 Volume:14 Page:139-160
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Xiong Wei,Jiang Li-Zhong,Li Yao-Zhuang

Funder

National Natural Science Foundation of China (CN)

China Postdoctoral Science Foundation (CN)

Scientific Research & Developing Scheme Project Sponsored by the China Railway Corporation

the Open-End Fund for the Valuable and Precision Instruments of Central South University

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-015-9814-2.pdf

Reference27 articles.

1. ASCE (2005) Minimum design loads for buildings and other structures. American Society of Civil Engineers, Reston, VA

2. Avilés J, Pérez-Rocha LE (1999) Diagrams of effective periods and dampings of soil–structure systems. J Geotech Geoenviron Eng 125:711–715. doi: 10.1061/(ASCE)1090-0241(1999)125:8(711)

3. Avilés J, Pérez-Rocha LE (2003) Soil–structure interaction in yielding systems. Earthq Eng Struct Dyn 32:1749–1771. doi: 10.1002/eqe.300

4. Avilés J, Pérez-Rocha LE (2005) Influence of foundation flexibility on and factors. J Struct Eng 131:221–230. doi: 10.1061/(ASCE)0733-9445(2005)131:2(221)

5. Avilés J, Suárez M (2002) Effective periods and dampings of building-foundation systems including seismic wave effects. Eng Struct 24:553–562. doi: 10.1016/S0141-0296(01)00121-3

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