Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2013-02
Add to Favorite Get Latest Update

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
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
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
3 Bian Jin1 Tao Lianjin2 Zhang Yintao2 Li Fangcheng1(1 Engineering College of Guangdong Ocean University,Zhanjiang 524008;2 Beijing University of Technology,Beijing 100022);Comparison and Analysis of the Aseismic Design Methods for Underground Structures[J];Modern Tunnelling Technology;2008-06
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
5 BIAN Jin1,TAO Lianjin2,WANG Wenpei2,ZHANG Bo2(1.Engineering College,Guangdong Ocean University,Zhanjiang 524088,China;2.Civil Engineering College,Beijing University of Technology,Beijing 100022,China);Dynamic response characteristics of underground subway station during the strong earthquake[J];World Earthquake Engineering;2010-02
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
7 HU Chun lin1, 2, YANG Xiao wei1 (1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070;2. Institute of Applied Mathematics and Mechanics, Shanghai 200444, China);Influence of Seisimic Response on Pile Due to Stiffness Variation of Superstructure[J];Soil Engineering and Foundation;2007-02
8 Liu Jingbo Li Bin(Tsinghua University,Beijin 100084,China);Issues on the seismic analysis and design of subway structures[J];China Civil Engineering Journal;2006-06
9 Jiang Xinliang1,2 Xu Bingwei1 Jiao Ying3(1.Tianjin University,Tianjin 300072,China;2.Tianjin Key Laboratory of Civil Engineering Structures andNew Materials,Tianjin 300072,China;3.Tianjin Urban Construction Investing Co.,Ltd.,Tianjin 300010,China);Analysis of shaking table test of large-scale soil-pile-complex structure interaction[J];China Civil Engineering Journal;2010-10
10 Tao Lianjin Wang Wenpei Zhang Bo Huang Jun Liu Lu(Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education,Beijing University of Technology,Beijing 100124,China);Difference law study of seismic design methods for subway structures[J];China Civil Engineering Journal;2012-12
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
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
2 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
3 Yang Linde 1 Ji Qianqian 2 Zheng Yonglai 1 Yang Chao 1 (1 Tongji University, Shanghai 200092) (2 Construction Bureau of Shanghai Huangpu River Bridge, Shanghai 200092 );Shaking table test on metro station structures in soft soil[J];Modern Tunnelling Technology;2003-01
4 Wang Xiuying Liu Weining Zhang Mi (School of Civil & Architecture Engineering, Beijing Jiaotong University);Study on the Categorization and Mechanism of Seismic Damage of Underground Structures[J];China Safety Science Journal;2003-11
5 JI Qian-qian, YANG Lin-de (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China);Seismic Damage and Restoration Measures of Subway[J];Journal of Catastrophology;2001-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved