Integral response deformation method in seismic analysis of complex section underground structures

被引:0
|
作者
Tsinghua University, Beijing 100084, China [1 ]
机构
[1] Liu, Jingbo
[2] Wang, Wenhui
[3] Zhao, Dongdong
[4] Zhang, Xiaobo
来源
Liu, J. (liujb@tsinghua.edu.cn) | 1600年 / Chinese Society of Civil Engineering卷 / 47期
关键词
Dynamic loads - Earthquakes - Soils - Deformation - Subway stations - Finite element method - Seismic design;
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