A new effective stress method for nonlinear site response analyses-Reference-Cited by-同舟云学术

A new effective stress method for nonlinear site response analyses

Published:2021-01-05 Issue:6 Volume:50 Page:1595-1611
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn.

Author:

Chen Guoxing¹²^ORCID,Wang Yanzhen¹²,Zhao Dingfeng¹²,Zhao Kai¹²,Yang Jun³

Affiliation:

1. Institute of Geotechnical Engineering Nanjing Tech University Nanjing China

2. Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province Nanjing China

3. Department of Civil Engineering The University of Hong Kong Hong Kong China

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3414

Reference61 articles.

1. ByrnePM.A cyclic shear‐volume coupling and pore pressure model for sand. In Proceedings of 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics St. Louis Missouri USA 1991:47‐55.

2. Comparison of implicit and explicit finite element methods with parallel computing for seismic response analysis of metro underground structures;Chen GX;J China Rail Soc,2011

3. Nonlinear Analysis on Seismic Site Response of Fuzhou Basin, China

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