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

机译：考虑土壤 - 结构互动的地铁站结构地震响应试验分析

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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.

机译：在本文中，地铁站结构震动大规模三维震动台模型试验是分析，模型系统加速响应时间，模型结构的应力响应的地面压力的表面的水平结构和结构的结构获得的时间是一般法律的地铁地下结构的地震反应，结论可以为普通地点的地下结构的地震设计提供可靠的基础和指导。

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《International Conference on Civil, Architectural and Hydraulic Engineering》|2012年||共5页
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作者
Yingming Zhou; Shuwei Wang; Peng Wang; Lina Yao;
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原文格式 PDF
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中图分类 TB3-53;
关键词
Seismic Response; Soil-Structure Interaction; The Metro Station Structure;

机译：地震反应;土结构互动;地铁站结构;

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4. The Analysis of Test of the Seismic Response for the Metro Station Structure Considering Soil-Structure Interaction [C] . Yingming Zhou, Shuwei Wang, Peng Wang, International Conference on Civil, Architectural and Hydraulic Engineering . 2012

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5. Seismic Vulnerability of Structures: Demand Characteristics and Field Testing to Evaluate Soil-Structure Interaction Effects. [D] . Star, Lisa Marie. 2011

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

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