The Analysis of Test of the Seismic Response for the Metro Station Structure Considering Soil-Structure Interaction

被引：1
|
作者：
Zhou, Yingming [1 ,2 ]
Wang, Shuwei [1 ]
Wang, Peng [3 ]
Yao, Lina [4 ]
机构：
[1] Northeast Petr Univ, Coll Civil & Architecture Engn, Daqing 163318, Heilongjiang, Peoples R China
[2] Heilongjiang Key Lab Disaster Prevent Mitigat & P, Daqing 163318, Heilongjiang, Peoples R China
[3] Daqing Oilfield CO LTD, Daqing 163318, Heilongjiang, Peoples R China
[4] Daqing Oilfield Bus Co, Daqing 163318, Heilongjiang, Peoples R China
来源：
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词：
Seismic Response; Soil-Structure Interaction; the Metro Station Structure; PLASTIC-DAMAGE MODEL; CONCRETE;
D O I：
10.4028/www.scientific.net/AMM.204-208.2600
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this paper, the subway station structure seismic response of large-scale three-dimensional shaking table model test is analysis, the model system acceleration response time, the stress response of the model structure of the schedule and structure of the surface of the earth pressure time is obtained, which has been the subway underground structure seismic response of the general law, the conclusion can provide a reliable basis and guidance for the seismic design of the MTR underground structures in the general venue.
引用
收藏
页码：2600 / +
页数：2
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