Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《地下空间与工程学报》 2005-02
Add to Favorite Get Latest Update

Shaking Table Tests for the Seismic Simulation of Underground Structure

ZHOU Lin-cong 1 , CHEN Long-zhu 1 , GONG Bi-ning 2 (1.School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240 P.R.China; 2.College of Water Conservancy and Hydropower Engineering, HoHai University, Nan Jing 210098 P.R.China)  
Through shaking table test, in this paper the rule of the underground structure reaction to earthquake is summarized and the distortion of the structure and the mechanism of wreck are analyzed, especially the effect of overburden and the vertical earthquake to underground structure are studied. The test indicates that the response of shallow buried is larger than that of deep buried,which explain the importance of overburden to structures. The vertical earthquake changes the response of underground structures,especially increases the shear on the top of structures. The conclusion is useful to the design of the large span underground structures similar to subway station.
【Fund】: 江苏省自然科学基金资助项目 (BK2 0 0 10 18)
【CateGory Index】: TU93
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 9 Hits
1 LI Jian-bo1,2,CHEN Jian-yun1,2,LI Jing2,LIN Li-min2(1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024;2.College of Civil and Hydraulic of Engineering,Dalian University of Technology,Dalian 116024);Multi-factor Influencing Analysis on the Seismic Responses of Subway Station[J];Chinese Journal of Underground Space and Engineering;2009-02
2 Gao Wensheng (Institute of Foundation Engineering,China Academy of Building Research,Beijing 100013,China);Discussion on the Key Problems about Structure Design and Construction in Urban Underground Space[J];Chinese Journal of Underground Space and Engineering;2010-S1
3 SHEN Yu-sheng1,2,GAO Bo2,WANG Zheng-zheng2(1.Postdoctoral Station of Mechanics,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);FAILURE MODE ANLYSIS OF MOUNTAIN TUNNEL SHAKE TABLE TEST IN HIGH-INTENSITY EARTHQUAKE AREA[J];Engineering Mechanics;2009-S1
4 Pan Dongxu1,Tao Lianjin1,Liu Lu1,Zhang Bo2,Wang Wenpei3(1.Institute of Geotechnical and Underground Engineering,Beijing University of Technology,Beijing 100124,China; 2.Beijing Urban Construction Exploration & Surveying Design Research Institute Co.Ltd,Beijing 100101, China;3.China Geological Environmental Monitoring Institute,Beijing 100081,China);Study on the Deformation of Subway station in Layered Soil under earthquake[J];Chinese Journal of Underground Space and Engineering;2013-03
5 LI Yong-quan a,b,WANG Yi-zhong a,b,FU Xu-dong a,b,DU Bin c(a.Key Laboratory of Geotechnical and Structural Engineering safety of Hubei Province,Wuhan University, b.College of Civil and Architecture Engineering,Wuhan University,Wuhan,Hubei 430072,China,c.Institute of Design,Wuhan University,Wuhan,Hubei 430072,China);Shaking Table Test on Soil-pile Interaction of Large Aqueducts[J];Journal of Civil,Architectural & Environmental Engineering;2010-03
6 SONG Lin1,MENG Zhaobo2,WU Minzhe1,YUAN Jun1(1.School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China;2.School of Architecture & Civil Engineering,Liaocheng University,Liaocheng 252059,China);Dynamic response analysis of a two-layer subway station structure under earthquakes[J];World Earthquake Engineering;2010-02
7 Luo Dinglun, Gao Bo, Shen Yusheng(School of Civil engineering,Southwest Jiaotong University,Chengdu 610031,China);Research on Simulating Material of Surrounding Rock in Tunnel Seismic Model Experiment[J];Journal of Shijiazhuang Railway Institute(Natural Science);2008-03
8 SHEN Yusheng,GAO Bo,WANG Yingxue (School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);STRUCTURAL DYNAMIC PROPERTIES ANALYSIS FOR PORTAL PART OF MOUNTAIN TUNNEL IN STRONG EARTHQUAKE AREA[J];Chinese Journal of Rock Mechanics and Engineering;2009-S1
9 SUN Haifeng;JING Liping;WANG Shuwei;MENG Xianchun;Institute of Engineering Mechanics,China Earthquake Administration;Heilongjiang Earthquake Administration;Northeast Petroleum University;;EXPERIMENTAL STUDY OF SEISMIC FAILURE MECHANISM OF UNDERGROUND STRUCTURE[J];Chinese Journal of Rock Mechanics and Engineering;2013-S2
China Proceedings of conference Full-text Database 2 Hits
1 CHEN Jian-yun LI Jian-bo LI Jing HU Zhi-qiang (College of Civil and Hydraulic of Engineering,Dalian University of Technology,Dalian 116024,China);Effects of soil layer properties and structural characteristic on subway station[A];[C];2007
2 CHEN Jian-yun LI Jian-bo LI Jing HU Zhi-qiang (College of Civil and Hydraulic of Engineering,Dalian University of Technology,Dalian 116024,China);Effects of soil layer properties and structural characteristic on subway station[A];[C];2007
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Zhuang Haiyang,Chen Guoxing(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis of nonlinear earthquake response of metro double-tunnels[J];Earthquake Engineering and Engineering Vibration;2006-02
2 HU Jianping,LIU Yalian(Guangdong Technical College of Waster Resources and Electric Engineering,Guangzhou 510635,China);Seismic dynamic response analysis of three-dimensional crossing tunnel on soft foundation[J];Sichuan Building Science;2013-02
3 Hu Jian-ping,Liu Ya-lian(Guangdong Technical College of Waster Resources and Electric Engineering,Guangzhou 510635,China);Seismic Dynamic Response Analysis of Crossing Tunnel in Complex Environment[J];Earthquake Resistant Engineering and Retrofitting;2013-03
4 WANG Yue QI Cheng-zhi;Study on the influence of the vertical earthquake component to the dynamic response of the subway station[J];Shanxi Architecture;2009-01
5 Wen Bo1,Niu Ditao1,Han Yongxing2(1 Xi′an University of Architecture & Technology,Xi′an 710055,China; 2 Shaanxi Electric Power Design Institute,Xi′an 710054,China);Study on structural design and construction of 330kV underground substation in Xi′an metro[J];Building Structure;2013-07
6 CHEN Jianyun1,WEN Ruizhi2,YU Pinqing1,HE Wei1(1.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Numerical analysis of seismic response of a shallow-buried subway station structure in soft soil[J];World Earthquake Engineering;2009-02
7 CHEN Canshou1,QI Chengzhi2,QIAN Qihu1,LI Xinqiao2(1.Engineering Institute of Cops of Engineers,PLA University of Science and Technology,Nanjing 210007,China;2.Beijing Engineering Structure and New Material Research Center,Beijing Institute of Civil Engineering and Architecture,Beijing 100044,China);Dynamic response of the roof slab of a shallowly buried underground structure under vertical seismic excitation[J];World Earthquake Engineering;2010-04
8 Tian Xuejuan(China Railway Fifth Survey and Design Institute Group Co.Ltd.,Beijing 102600,China);Seismic Analysis of Subway Station[J];Railway Construction Technology;2012-06
9 LI Fan1 LI Da-hua2(1. Tianjin Urban Construction Institute,Civil Engineering Department,Tianjin 300384,china;2. Tianjin Seismological Bureau,Tianjin 300201,china);Problems on Earthquake Motion of Two Kinds ofBuilding in Soft Site of Tianjin[J];Tianjin Construction Science and Technology;2004-01
10 ZHUANG Haiyang1,CHEN Guoxing1,Hu Xiaoming2(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing,Jiangsu 210009,China;2.Zhejiang Institute of Hydraulics and Estuary,Hangzhou,Zhejiang 310020,China);ANALYSIS OF NONLINEAR EARTHQUAKE RESPONSE OF TWO-LAYER DOUBLE-COLUMN SUBWAY STATION STRUCTURE[J];Chinese Journal of Rock Mechanics and Engineering;2006-S1
China Proceedings of conference Full-text Database 2 Hits
1 QI Cheng-zhi~1,Chen Canshou~2,QIAN Qi-hu~2,Li Xinqiao~1 (I.School of Civil and Communication Engineering,Beijing University of Civil Engineering and Architecture,Beijing,100044, China;2.Engineering Institute of Cops of Engineers,PLA University of Science and Technology,Nanjing,210007,China);Dynamic response of the roof slab of shallowly buried underground structure under vertical seismic excitation[A];[C];2010
2 Li Xinqiao,QI Cheng-zhi,Li Guohua (School of Civil and Communication Engineering,Beijing University of Civil Engineering and Architecture,Beijing,100044, China;);Numerical simulation of the shallowly buried underground structure under vertical seismic excitation[A];[C];2010
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZHENG Shaohe1,CHE Ailan2,IWATATE Takahiro3(1.Shanghai Research Institute of Building Science,Shanghai 200032,China;2.School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200032,China;3.Civil and Environmental Engineering,Tokyo Metropolitan University,Tokyo 192-0397,Japan);Dynamic behaviors of subway structure subjected to strong earthquake motions using shaking table tests[J];Sichuan Building Science;2007-S1
2 Li Xiuhua(Basic Construction Department Anhui University,Hefei,2300039);TRANSMITTING BOUNDARY IN THE SOIL-STRUCTURE SYSTEM INTERACTION[J];Journal of Anhui Institute of Architecture;2002-03
3 REN Hong-mei, LIN Gao ( State Key Laboratory Of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China);Seismic analysis of the underground structures based on SBFEM[J];Journal of Anhui Institute of Architecture;2005-03
4 .Liao Caifeng et al.;A Discussion on Rational Depth of Tunneling for Shallow Embedded Metro Station[J];UNDERGROUND SPACE;1999-02
5 HUANG Zhong hui et al.(268);Optimization of Segment Joint Position of Shield Tunnel in Soft Ground[J];Underground Space;2000-04
6 YU Xiang et al. [;Earthquake-resistant Problems in Civil Defense Engineering[J];Underground Space;2001-01
7 HUANG Hong wei et al.;Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel[J];Underground Space;2002-03
8 GUO Sheng-bing et al.;Dynamic Analysis of Underground Structures under the Vertical and Horizontal Seismic Load[J];Underground Space;2002-04
9 GONG Bi-ning et al;Experimental Study on Dynamic Interaction of underground structure and soil[J];Underground Space;2002-04
10 HU Ru jun et al(28);Sensibility Analysis of Design Parameters of Segment for Shield Tunnel[J];Underground Space;2003-01
China Proceedings of conference Full-text Database 2 Hits
1 CHEN Jian-yun LI Jian-bo LI Jing HU Zhi-qiang (College of Civil and Hydraulic of Engineering,Dalian University of Technology,Dalian 116024,China);Effects of soil layer properties and structural characteristic on subway station[A];[C];2007
2 Liu Jingbo Liu Xiangqing Wang Zonggang Zhao Dongdong (Department of Civil Engineering,Tsinghua University,Beijing 100084,China);Dynamic Centrifuge Model Test of Underground Structure in Sandy Foundation[A];[C];2008
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 CHEN Qing1,2,XIANG Zongfang1(1.Logistical Engineering University,Chongqing 401311,China; 2.Northwest Institute of Nuclear Technology,Xi'an 710024,China);Summary of the present states for seismic response analysis of underground structures[J];Sichuan Building Science;2011-06
2 Li Hongxuan1,2,Cai Xin1,3,Wu Yingli1,Yi Jiangang1 (1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;2.Nanjing Municipal Design and Research Institute,Nanjing 210008,China;3.College of Mechanics and Materials,Hohai University,Nanjing 210098,China);The Seismic Response Analysis of Underwatertunnel[J];Chinese Journal of Underground Space and Engineering;2010-05
3 Zheng Yingren1,2,Xiao Qiang1,2,3,Xin Jianping1,2,Feng Xiating4(1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment,Chongqing 400041,China;3.Department of the Academy of Military Medical Science,Beijing 100086,China;4.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);Shaking Table Test Studies of Failure Mechanism of Unlined Loess Tunnel under Earthquake[J];Chinese Journal of Underground Space and Engineering;2012-01
4 PAN Chao 1,FENG Zhong-qi 1,LIU Tong1,LI Wei2(1.School of Science,Xi'an University of Architecture and Technology,Xi'an 710055,China; 2.China Rallway Eryuan Engineering Group Co.Ltd,Xi'an 710054,China);A numerical simulation of the treatment for weak and broken rock tunnel of large deformation[J];Journal of Guangxi University(Natural Science Edition);2012-01
5 Li Fuqing(Zhongda Construction Group Co.,Ltd.Shanghai 201108,China);Study on Mechanical Removal of Foundation Pit Supporting in Soft Soil and Dynamic Response of Nearby Buildings[J];Chinese Journal of Underground Space and Engineering;2012-05
6 QIU Wenge,SHU Lei,HU Hui,ZHAO Bin(MOE Key Laboratory of Transportation Tunnel Engineering,Southwest Jiaotong University;School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031);Application of High Compression Ratio Concrete on Tunnel Crossing Fault Zone and Damping Effect Study[J];Materials Review;2012-20
7 ;Research Progress in Tunnel Seismic Resistance and Shock Absorption[J];Chongqing Architecture;2013-03
8 GAO Zhi-neng,ZHUO Wei-dong,GU Yin (College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350116,China);A state-of-the-art review of seismic analysis of subway structure[J];Journal of Fuzhou University(Natural Science Edition);2013-04
9 DING Zengzhi;China Railway Eryuan Engineering Group Co. ,Ltd.;;The anti-seismic analysis for subway station[J];Sichuan Building Science;2014-02
10 GAO Lin(Shanxi Transportation Utilities Supply Headquarter,Taiyuan 030006,China);Research on dynamic property of existing highway subgrade under earthquake[J];Shanxi Architecture;2012-15
China Proceedings of conference Full-text Database 3 Hits
1 Liu Zhansheng,Chen Zhihua (School of Civil Engineering,Tianjin University,Tianjin 300072,China);Study on Health Monitoring Scheme of Chiping Gymnasium[A];[C];2010
2 Zheng Xiaoqiong~1,Fan Shuli~2,Li Weidong~3 (1 Tianhe College of Guangdong Polytechnic Normal University,Guangzhou 510540,China; 2 Dalian University of Technology,Dalian 116024,China; 3 Central Southern China Electric Power Design Institute,Wuhan 430071,China);3D seismic response analysis of shallow underground structure[A];[C];2013
3 ZHAO Bin~(1,2),QIU Wen-ge~(1,2),ZHANG Hui-jian~(1,2) 1 MOE Key Laboratory of Transportation Tunnel Engineering,Southwest Jiaotong University,Chengdu 2 School of Civil Engineering,Southwest Jiaotong University,Chengdu;The Effect of Depth on Seismic Response of Mountain Tunnel Structure[A];[C];2013
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved