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《Sichuan Building Science》 2013-02
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Behavior of the underground station structure moment and its adjacent soil stress during the strong earthquake

BIAN Jin1,TAO Lianjin2,WANG Wenpei2,ZHANG Bo2(1.Engineering College of Guangdong Ocean University,Zhanjiang 524088,China; 2.City and Project Safety Hazards Mitigation Educational Key Lab.,BUT,Beijing 100022,China)  
It is important to study the seismic behavior on subway station for its construction and safe management.The shaking table model test is made to the typical subway station structure in soil with specific concerns to the geological conditions of Beijing.In this article,numerical calculation was made on the shaking table model test;then in combination with the test fruits and the reaction displacement,the calculation results were analyzed.The main conclusions were drawn:the depth-displacement curve of the side wall is shearing form,and the stiffness of the bottom and the top slabs is infinite,so the underground structure may be considered as many frames,which are linked by the bottom and the top slabs and the mid floor;the displacement of the side wall is 4 times larger than that of its adjacent soil,and the difference between them is the compaction deformation of the soil.In the reaction displacement method,it is supposed that the both displacements of the side wall and its adjacent soil are identical,thereby the structure internal force is overmeasured;the relative displacement peak increases orderly by Kobe wave,El Centro wave,Hujialou wave and Beijing manmade wave.
【Fund】: 973课题(2007CB714203);; 国家自然科学基金重点项目(90715035);; 广东海洋大学引进人才启动项目(0712101)
【CateGory Index】: U231.4
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 BIAN Jin TAO Lian-jin GUO Jun (College of Architecture and Civil Engineering,Beijing Polytechnic University,Beijing 100022,China);Dynamic response of the underground structure and soil[J];World Information On Earthquake Engineering;2005-04
2 YANG Lin-de 1,YANG Chao 1,JI Qian-qian 2,ZHENG Yong-lai 1 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.Shanghai Huangpu River Bridge Construction Company,Shanghai 200090,China);Shaking Table Test and Numerical Calculation on Subway Station Structures in Soft Soil[J];Journal of Tongji University;2003-10
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZAI Jin-minZHUANG Hai-yang(Institute of Geotechnical Engineering,Nanjing University of Technology, Nanjing, 210009, China);Analysis on the Several Problems about the Dynamic Soil-Structure Interaction[J];;2005-01
2 YU Hai-tao1,2a,YUAN Yong2b,XU Guo-ping3,CHEN Yue4(1.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200030,China;2a.Department of Geotechnical Engineering,2b.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;3.China Communications Construction Cooperation Highway Consultants Co.Ltd.,Beijing 100088,China;4.Hongkong-Zhuhai-Macao Bridge Authority,Zhuhai 519015,Guangdong,China);Issues on the Seismic Design and Analysis of Ultra-long Immersed Tunnel[J];Journal of Shanghai Jiaotong University;2012-01
3 JIANG Xiao-dong1 LI Jian-guang1 YANG Xiao-wei2(1.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;2.The fifth research&design institute of nuclear industry,Zhengzhou 450052,China);Internal force of pile due to stiffness variation of superstructure under the action of earthquakes[J];World Earthquake Engineering;2007-03
4 SUN Chao1,2,BO Jingshan1,3,QI Wenhao1,LAN Jingyan4(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Jilin Institute of Architecture and Civil Engineering,Changchun 130021,China;3.Institute of Disaster-Prevention and Sciences and Technology,Sanhe 065201,China;4.Institute of Crustal Dyanamics,China Earthquake Administration,Beijing 100085,China);Status and prospect of seismic research on underground structures[J];World Earthquake Engineering;2009-02
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6 WANG Zanzhi1,JIANG Linyan1,MO Zhaoxia2,TANG Hui3,GONG Yingyan4,ZHAO Yaxin1(1.Department of Civil Engineering and Architecture,Guangxi University of Technology,Liuzhou 545006,China;2.Fangchenggang Supervisory Station on Constructive Engineering Quality and Safety,Fangchenggang 538001,China;3.Guangxi Xincheng Highway Construction Engineering Limited,Co.Fangchenggang 538001,China;4.Guangxi Investigation Institute of Hydrogeology and Engineering Geology,Liuzhou 545006,China);Stochastic model of free-field ground motions for a layered foundation[J];World Earthquake Engineering;2010-02
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【Secondary Citations】
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1 CHEN Qing-jun, ZHAO Yun-feng, WANG Han-dong, LOU Meng-lin (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Numerical Simulation for Soil Domain in Shaking Table Model Test[J];Chinese Quarterly of Mechanics;2002-03
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