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《China Harbour Engineering》 2005-05
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Analysis of Seismic Response of River to Nearby Structure Under Different Geological Conditions

JIANG Xin-liang,YANG Shu-yan (School of Civil Engineering,Tianjin University,Tianjin 300072,China)  
In order to study the seismic behavior of structures close by a river and the effect of river on a structure,by time domain numerical method,this paper analyzes three interaction systems composed of soil,river and structure using three seismic waves suitable for soft sites,medium soft sites and medium hard sites.The result of calculation shows that,when structure closes the river,the total displacement at the top of a superstructure increases obviously.On a soft site,the displacement brought by movement and swing of foundation is bigger than on a medium soft site and medium hard site.On the total acceleration response at the top of superstructure,the softer the soil is,the bigger the component produced by movement and swing of the foundation willbe,but the smaller the component produced by the elastic deformation of the top of the structure will be.
【Fund】: 天津市科技发展计划项目(编号:043113111)
【CateGory Index】: TU435
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Chinese Journal Full-text Database 2 Hits
1 Zhu Jingqing Zhou Jian(Institute of Engineering Mechanics,State Seismological Bureau);A SEISMIC ANALYSIS METHOD OF UNDERSEA TUNNELS[J];Earthquake Engineering and Engineering Vibration;1992-02
2 Jiang Xinliang Ding Xuecheng (Dept. of Civil Engineering);DYNAMIC ANALYSIS OF LIQUID-STRUCTURE-PILE-SOIL INTERACTION SYSTEM[J];Journal of Tianjin University;1992-01
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Liang Qinghuai(Department of Civil Engineering, Northern Jiaotong University, Beijing 100044));Summary and Review of the Numerical Methods for Analyzing SoilStructure Dynamic Interaction[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1997-06
2 Zhu Jingqing (Institute of Engineering Mechanics, State Seismological Bureau);COUPLED MOTION BETWEEN SEA WATER AND SEA BED-SOIL UNDER EARTHQUAKE ACTION[J];Earthquake Engineering and Engineering Vibration;1988-02
3 Du Xiuli Zhu Jingqing(Institute of Engineering Mechanics, State Seismological Bureau);ON NUMERICAL STABILITY IN NON-LINEAR DYNAMIC ANALYSIS OF STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1991-04
4 Wang Zifa Liao Zhenpeng(Institute of Engineering Mechanics, State Seismological Bureau);ACCURACY AND DISCRETIZATION CRITERION OF CONSISTENT BOUNDARY[J];Earthquake Engineering and Engineering Vibration;1992-03
5 Jiang Xinliang; Song limei(Fianjin Univeroity. Tianjin 300072);Seismic Response Analysis of Underground Tunnel in Soft Soil[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-01
6 LOU Meng -lin, WANG Wen -jian, ZHU Tong, MA Heng-chun (State Key Laboratory for Disaster Reduction in Civil Engineering, Tong ji University, Shanghai 200092. China, Department of Civil Engineering, Dalian University of Technology, Dalian 1 16023, China);Soil lateral boundary effect in shaking fable model test of soil - structure system[J];Earthquake Engineering and Engineering Vibration;2000-04
7 Zhang Hongwu, He Yang, Li Xikui (Research Institute of Engineering Mechanics, DUT);Improved generalized Smith non-reflecting boundary method[J];Journal of Dalian University of Technology;1991-02
8 Sun Haitao (Department of Geotechnical Engineering, Tongji University, Shanghai, 20092);SEISMIC RESPONSE ANALYSIS OF SHIELD TUNNEL IN SOFT SOIL[J];FUJIAN ARCHITECTURE & CONSTRUCTION;2000-01
9 郑永来 杨林德;地下结构震害与抗震对策[J];EARTHQUAKE RESISTANT ENGINEERING;1999-04
10 Hu Xiaoyan et al.(32);The Influence of Vertical Stress Induced by Earthquake to the Subway Tunnel[J];EARTHQUAKE RESISTANT ENGINEERING;2000-02
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