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《Earthquake Resistant Engineering and Retrofitting》 2007-02
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Seismic Response Analysis of Visco-elastic Half-space Soil Layer under SH Wave Excitation

Li Gang,Duan Lin,Shang Shou-ping,Xiong Yi-nong,Huang Jun-tian (College of Civil Engineering,Hunan University,Changsha 410082,China)  
Considering harmonic vibration induced by steady-state harmonic SH wave and material damping of soil,establishing elastic dynamic anti-plane strain model,using the unidimensional viscoelastic wave theories,seismic response analysis of overlying viscoelastic soil layer under SH wave excitation is mostly presented in this paper.The analytic solution of overlying viscoelastic half-space soil layer under bedrock motion import can be solved,which can be used to analyze dynamic effect of viscoelastic soil under SH wave excitation and discuss different dynamic characteristic's influence on soil dynamics effect.Soil-structure dynamic interaction and material damping have obvious impact on seismic response of soil.These results provide some references for further preceding the appraisal of earthquake site effect,earthquake damage analyses and structure seismic designs in the project.
【CateGory Index】: TU311.3
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 LI Gang , SHANG Shou ping , WANG Yi sun (College of Civil Engineering,Hunan Univ,Changsha 410082,China);The Analysis of the Dynamic Interaction of Structure and Soil by Analytical Procedures[J];JOURNAL OF HUNAN UNIVERSITY(NATURNAL SCIENCE);1999-06
2 LI Gang,REN Hui,SHANG Shou-ping(College of Civil Engineering,Hunan Univ,Changsha410082,China);Vibration Analysis of Nonlinear Sites[J];Journal of Hunan University (Natural Science);2003-06
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LI Zhihua1,2,ZHANG Guanghai2,KANG Haigui2 (1.School of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China;2.The State Key Laboratory of Coastal and offshore Engineering,Dalian University of Technology,Dalian 116024,China);Statistical analysis of internal force of tunnel structure subjected to seismic action[J];Sichuan Building Science;2008-06
2 HUANG Min1,2,GAO Bo1,WEI Lai1(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China)(2.Department of Civil Engineering,Technology Institute of Henan,Zhengzhou 454191,Henan,China);Seismic Response of Tunnel Entrance in High Intensity Area[J];Journal of Seismological Research;2008-02
3 JIANG Shu-ping1,JIANG Hua2,WANG Xiao-wen2,CHEN Yang3(1.Chongqing Communications Research and Design Institute,Chongqing 400067,China;2.Chongqing Jiaotong Uniersity,Chongqing 400074,China;3.CCCC Water Transportation Consultants Co.,Ltd,.Beijing 100007,China);Analysis of Seismic Response in Tunnel Entrance of Highway in Seismic Region with Strong Motion[J];Highway;2009-02
4 YU Yong1,DING Yun-hua2,XU Jia-yun1 (1.Hubei Key Laboratory of Roadway Bridge & Structure Engineering,Wuhan University of Technology,Wuhan 430070,China;2.Ezhou City Quality Supervision Station,Ezhou 43600,China);Research on the Infections of the Basement Stiffness on its Earthquake-resistance[J];Science and Technology of Overseas Building Materials;2007-05
5 Wang Peilin Chen Shanghe(Beijing Yiqun Engineering Consultation Co.,Ltd.Beijing 100176)Tao Lianjin(College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022)Bian Jin(College of Engineering,Guangdong Ocean University Zhanjiang 524001);STUDY ON DYNAMIC RESPONSE OF MID-PILLAR OF SHALLOW UNDERGROUND STRUCTURE[J];Industrial Construction;2007-11
6 WANG Qiong1 ,2 ,GUO Endong1,YANG Dan1,WANG Zairong1 (1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.Harbin University,Harbin 150086,China);Nonlinear analysis of mountain tunnels under strike-slip fault movement[J];Journal of Earthquake Engineering and Engineering Vibration;2010-02
7 SUN Youwei1,2,BO Jingshan2,1,LI Ping1,2,GUO Xiaoyun2,CAI Xiaoguang2(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Institute of Disaster Prevention,Sanhe 065201,China);Influence of earthquake on rock dynamic pressure of underground chambers[J];Journal of Earthquake Engineering and Engineering Vibration;2010-03
8 Zhang Yunbao1 Zhang Xiangdong2 Zhao Lifeng3(1.Hebei Water and Hydraulic Research Institute,Shijiazhuang 050057;2.Department of civil Engineering,Shijiazhuang Railway Vocational and Technical College,Shijiazhuang 050041;3.The Second Design and Survey Institute of Water Conservancy and Hydropower of Hebei Province,Shijiazhuang 050021);Study on the Dynamic Response of Subway Structure Due to Earthquake[J];Hebei Jiaotong Science and Technology;2008-01
9 LIU Xin,GONG Quan-mei,TANG Mei-fang(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China);Analyses for Seismic Response of Shield Tunnel across the Huangpu River in Shanghai[J];Journal of East China Jiaotong University;2007-05
10 LI Gang , WANG Yi sun , SHANG Shou ping (College of Civil Engineering,Hunan Univ,Changsha 410082,China);An Integral Transform Solution of Rectangular Foundation Loaded Steady Vibration on an Elastic Half Space[J];JOURNAL OF HUNAN UNIVERSITY(NATURNAL SCIENCE);2000-04
China Proceedings of conference Full-text Database 2 Hits
1 LI Zhi-hua~1 ZHANG Qi-yi~1 KANG Hai-gui~1 LIU Huai-xiang~2 MA Hai-jun~2 1.The State Key Laboratory of Coastal and offshore Engineering,Dalian University of Technology,Dalian 116023,China; 2.Highway Ltd.Company of Wanping in Nanyang City,Nanyang 474500,China;Research on Seismic Reliability for Tunnel Structure in Serving Stage[A];[C];2007
2 Zheng Yonglai~1,Liu Zhiyong~1,Han Wenxing~2 (1 Dept.of Hydraulic Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China; 2.Office of Hydraulic Structure,East China Electric Power Design Institute,Shanghai 200063,China);Seismic analysis for cross section of rectangular underground structures[A];[C];2008
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