Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2012-03
Add to Favorite Get Latest Update

Shaking Table Test and Failure Mechanism of Seismic Response for Slab-column Air Defense System

Chen Wanxiang1,Guo Zhikun2,Ye Junhua2,Shang Hao3,Cao Xiuli4(1.South China University of Technology,Guangzhou 510640,China;2.PLA University of Science and Technology,Nanjing 210007,China;3.Air Force Engineering & Research Design Bureau,Beijing 100086, China;4.Naijing Institute of Technology,Nanjing,211167,China)  
A representative slab-column air defense system with multi-spans is selected to be investigated.The model of the ground and the structure are designed according to the similarity relations.The shaking table tests of seismic responses for slab-column air defense system surrounding by sand ground with two different burying depths are carried out by means of one-way ground motion input or coupling ground motion input with Elcentro wave and Kobe wave respectively.The dynamic responses of the acceleration,strain and displacement of the structure are given,and the failure mechanisms of slab-column air defense system subjected to earthquake load are discussed.The test results show that the dynamic responses of underground structures with coupling ground motion input are greater than those with one-way ground motion input.The dynamic responses of underground structures with shallow burying are obviously greater than those with deep burying.The dynamic responses of middle columns are greater than those of the lateral walls due to that the middle columns are independent in the slab-column air defense system.The tops and bottoms of the columns,the corners of the lateral walls are the locations which usually suffered the earthquake damage.The vertical earthquake loads have great effects on the dynamic responses of underground structures and should not be ignored.
【Fund】: 中国博士后科学基金项目(20110490894);; 国家创新研究群体科学基金项目(51021001)
【CateGory Index】: TU317
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 7 Hits
1 GONG Bi-ning et al;Experimental Study on Dynamic Interaction of underground structure and soil[J];Underground Space;2002-04
2 CHEN Guoxing1,ZHUANG Haiyang1,DU Xiuli2,LI Liang2,CHENG Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);Analysis of large-scale shaking table test of dynamic soil-subway station interaction[J];Journal of Earthquake Engineering and Engineering Vibration;2007-02
3 Lin Gao Liang Qinghuai( Dalian University of Technology );ASEISMIG DESIGN OF UNDERGROUND STRUCTURES[J];China Civil Engineering Journal;1996-01
4 Liu Jingbo Liu Xiangqing Wang Zonggang Zhao Dongdong(Tsinghua University, Beijing 100084, China);Dynamic centrifuge model test of a soil-structure interaction system[J];China Civil Engineering Journal;2010-11
5 Chen Guoxing1 Zuo Xi1 Wang Zhihua1 Du Xiuli2 Sun Tian1 Hu Qingxing1(1.Nanjing University of Technology,Nanjing 210009,China;2.Beijing University of Technology,Beijing 100022,China);Large scale shaking table test study of the dynamic damage behavior of subway station structures in liquefiable foundation under near-fault and far-field ground motions[J];China Civil Engineering Journal;2010-12
6 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
7 CHEN Guo-xing1,ZUO Xi1,WANG Zhi-hua1,DU Xiu-li2,SUN Tian1(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);Shaking table model test of subway station structure under far field and near field ground motion[J];Journal of Zhejiang University(Engineering Science);2010-10
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHEN Yong lai;A Study on Seismic Design of Subway Tunnel in Soft Clay[J];Underground Space;2003-02
2 YANG Chao~1,YANG Lin-de~2,JI Qian-qian~3(1.Technology R&D Center,The First Railway Survey and Design Institute,Shanghai 200435; 2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092;3.Shanghai Huangpu River Bridge Construction Company,Shanghai 200090);Study of Numerical Method for Anti-seismic Design of Subway Station Structure in Soft Soil[J];Chinese Journal of Underground Space and Engineering;2006-01
3 SHI Xiao-jun1,CHEN Jun1,2,LI Jie1,2(1.Tongji University,Shanghai 200092,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University Shanghai 200092,China);Design and Verification of Dual-direction Shear Laminar Box for Shaking Table Test[J];Chinese Journal of Underground Space and Engineering;2009-02
4 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
5 TAO Lian-jin, WANG Pei-lin, BIAN Jin (College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China);A Shaking Table Test Method on the Representative Subway Station Structure[J];Journal of Beijing University of Technology;2006-09
6 LIU Jing-bo LIU Xiang-qing WANG Zong-gang (Department of Civil Engineering,Tsinghua University,Beijing 100084,China);Boundary Effect of Laminar Model Box for Shaking Table Tests on Geotechnical Centrifuge System[J];Journal of Beijing University of Technology;2008-09
7 CHANG Hong,et al.(Teaching Affair Office of Jilin Architectural andcivil Engineering Institute,Changchun 130021,China);Questions on anti-seismic design of underground structures[J];Journal of Changchun Institute of Technology;2005-03
8 CHANG Hong,et al.(Faculty of Civil Engineering,Jinlin Architectural and Civil Engineering Institute,Changchun 130021,China);Finite element analysis on vibration of underground structures[J];Journal of Changchun Institute of Technology(Natural Sciences Edition);2007-02
9 Chen Guoxing~(1),Zhuang Haiyang~(1),Cheng Shaoge~(2),Du Xiuli~(3),Li Liang~(3)(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China;3.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction:test scheme[J];Earthquake Engineering and Engineering Vibration;2006-06
10 LIU Jingbo1,LIU Xiangqing1,DU Xiuli2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.College of Architectureand Civil Engineering,Beijing University of Technology,Beijing 100022,China);Prospects for the development in theoretical analysis and experimental study of seismic response of underground structures[J];Journal of Earthquake Engineering and Engineering Vibration;2007-06
China Proceedings of conference Full-text Database 9 Hits
1 Li Yue,Jiang Xinliang (Civil Engineering School,Tianjin University,Tianjin 300072,China);Analysis of scale modeling methods of model soil used in shaking table test of soil-structure interaction system[A];[C];2009
2 Wu Xinliu,Jiang Xinliang (Civil Engineering School,Tianjin University,Tianjin 300072,China);REGULATION ANALYSIS OF PILE-SOIL SEISMIC RESPONSE BASED ON STRUCTURE-PILE-SOIL SHAKING TABLE TEST[A];[C];2010
3 Zhuang Haiyang Liang Yanxian Chen Guoxing Zai Jinmin (Nanjing University of Technology,Nanjing 210009);SUMMARIZED ON THE ASEISMATIC CALCULATIONAL METHODS AND MODELS OF UNDERGROUND STRUCTURE[A];[C];2004
4 Wang Shuhong;Countermeasure and Mechanism of Underground Building in City Destroy[A];[C];2003
5 Yang Linde;Study of Simplified Method for Anti-Seismic Design of Subway Station Structure in Soft Soil[A];[C];2003
6 YANG Lin-de (Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);A Study on Seismic Design Method of Subway Station Structure in Soft Soil[A];[C];2006
7 YU Li-yuan~1,LI Shu-cai~1,LIANG Wei~2,ZHOU Feng~2,LI Dong-sheng~2 (1.Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China; 2.CCCC Second Highway Consultants Co,Ltd,Wuhan 430056,China);Different kinds of disasters in construction and operation stages of tunnels and correlative research focuses[A];[C];2009
8 ZHAO Baoyou~(1,2),MA Zhenyue~2,DING Xiuli~3 (1.School of Mechanics and Engineering,Liaoning Technical University,Fuxin,Liaoning 123000,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China; 3.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan,Hubei 430010,China);SEISMIC RESPONSE OF A LARGE UNDERGROUND ROCK CAVERN GROUPS CONSIDERING DIFFERENT INCIDENT ANGLES OF EARTHQUAKE WAVES[A];[C];2010
9 Zuo Xi ~1 Chen Guoxing ~1 Wang Zhihua ~1 Du Xiuli ~2 Hong Xiaoxing ~1 Li Fangming~1 (1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China; 2.Beijing University of Technology,Beijing 100022,China);Shaking table test on the seismic response of subway station structure in soft sites under near and far field ground motion[A];[C];2010
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LU Xi-lin, CHEN Yueqing, CHEN Bo, HUANG Wei, ZHAO Ling (State Laboratory on Disaster Reduction in Civil Engineering. Tongji University. Shanghai 200092);Shaking table testing of dynamic soil-structure interaction system[J];Earthquake Engineering and Engineering Vibration;2000-04
2 Chen Guoxing~(1),Zhuang Haiyang~(1),Cheng Shaoge~(2),Du Xiuli~(3),Li Liang~(3)(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China;3.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction:test scheme[J];Earthquake Engineering and Engineering Vibration;2006-06
3 Chen Guoxing1,Zhuang Haiyang1,Du Xiuli2,Li Liang2,Cheng Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction: Analysis of test results[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
4 CHEN Guoxing1,ZHUANG Haiyang1,DU Xiuli2,LI Liang2,CHENG Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);Analysis of large-scale shaking table test of dynamic soil-subway station interaction[J];Journal of Earthquake Engineering and Engineering Vibration;2007-02
5 LIN Gao1, ZHU Tong1, LIN Bei2 ( 1. Dept. of Civil Eng., Dalian Univ. of Technol., Dalian 116024, China; 2. Inst. of Munic. Des., Dalian 116012, China );Similarity technique for dynamic structural model test[J];JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY;2000-01
6 Zuo Xi1,Yang Shu-cai2,Chen Guo-xing1(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing,210009,China;2. Nanjing Metro Limited Company,Nanjing 210008,China);Analysis on Evolution of Nonlinear Seismic Damage of Subway Station Structure[J];Earthquake Resistant Engineering and Retrofitting;2010-01
7 YU Yuzhen,DENG Lijun,LI Rongjian(State Key Laboratory of Hydroscience and Engineering,Department of Hydraulic Engineering,Tsinghua University,Beijing 100084,China);Centrifuge model test of the seismic response behavior of a sand slope[J];Journal of Tsinghua University(Science and Technology);2007-06
8 DOU Li- jun, YANG Bai-po, (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080 China) LIU Guang-he ( ChangchunTax Institute, Changchun 130021, China);SOME PRACTICAL PROBLEMS ON DYNAMIC SOIL-STRUCTURE INTERACTION[J];WORLD INFORMATION ON EARTHQUAKE ENGINEERING;1999-04
9 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
10 Ling Xianzhang1,2,Wang Chen1,Wang Cheng3,4 (1Civil Engineering Department,Harbin University of Technology, Harbin 150090 China) (2State Key Laboratory of Frozen Soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,CAS, Lanzhou 730000 China) (3State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092 China) (4Bridge Department,Chongqing Jiaotong University, Chongqing 400074 China);SCALE MODELING METHOD OF SHAKING TABLE TEST OF DYNAMIC INTERACTION OF PILE-SOIL-BRIDGE STRUCTURE IN GROUND OF SOIL LIQUEFACTION[J];Chinese Journal of Rock Mechanics and Engineering;2004-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved