Improved response displacement method for evaluating seismic responses of underground structures

被引：0
|
作者：
Li, Liang [1 ]
Yang, Xiao-Hui [2 ]
Du, Xiu-Li [1 ]
机构：
[1] The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
[2] China Building Material Test and Certification Group Xiamen Hongye Co., Ltd., Xiamen 361012, China
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2014年 / 36卷 / 07期
关键词：
Foundations - Stiffness - Underground structures - Computational efficiency - Finite element method;
D O I：
10.11779/CJGE201407021
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：1360 / 1364
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