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《JOURNAL OF NORTHERN JIAOTONG UNIVERSITY》 1997-06
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Summary and Review of the Numerical Methods for Analyzing SoilStructure Dynamic Interaction

Liang Qinghuai(Department of Civil Engineering, Northern Jiaotong University, Beijing 100044))  
The numerical methods for analyzing the problem of soilstructure interaction, especially created and developed in recent years are summarized and reviewed.
【CateGory Index】: TU311.3
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1 LIANG Jian-wen;LIANG Jia-li;ZHANG Ji;BA Zhen-ning;State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University;School of Civil Engineering,Tianjin University;;Nonlinear seismic response of 3D canyon in deep soft soils[J];岩土工程学报;2017-07
2 YIN Xunqiang;PAN Qi;WANG Guixuan;R&D Center of the Civil Engineering,Dalian University;;Analysis Model and Its Application of the Seismic Adaptability of Nuclear Power Plant Structure Based on SSI Effect[J];防灾减灾工程学报;2016-04
3 YUAN Shuai;ZHONG Hong-zhi;Department of Civil Engineering, Tsinghua University;;Analysis of unbounded domain problems by the weak form quadrature element method[J];岩土力学;2016-04
4 Quan Dengzhou;Wang Yihong;Jing Yanlin;Zhou Shenhua;Zhang Youchao;School of Civil Engineering, Chang'an University;Xi'an Underground Railway Co., Ltd.;;Review of Anti-Seismic Structures of Subway in Loess Area[J];震灾防御技术;2015-03
5 LIU Zhongxian;WANG Dong;WU Fengjiao;ZHAO Ruibin;Department of Civil Engineering,Tianjin Chengjian University;Key Laboratory of Soft Soils and Engineering Environmental of Tianjin Province;;The FMM-IBIEM solution for scattering of SH waves in elastic half-space[J];地震工程与工程振动;2014-S1
6 Jia Qing-wen;Wang A-min;;Effects of high geo-stress in the seismic response analysis of deep-buried tunnel[J];吉林水利;2014-06
7 REN Yuxin;CHANG Xiaolin;LAI Guowei;State Key Laboratory of Water Resource and Hydropower Engineering Science,Wuhan University;;Dynamic Damage Analysis of Concrete Gravity Dam with Consideration of Infinite Element Boundary[J];水电能源科学;2013-11
8 HUANG Xudong,REN Xuhua,ZHANG Jixun(College of Water Conservancy and Hydropower,Hohai University,Nanjing 210098,China);Aseismatic Evaluation of Intake Tower Structure of Hydropower Station[J];水电能源科学;2012-09
9 WU Yi(School of Civil Engineering and Architecture,Southwest University of Science and Technology,Miayang,Sichuan 621010,China);A NEW INFINITE DYNAMIC ELEMENT IN TIME DOMAIN[J];工程力学;2012-07
10 DAI Ling-hui1,TANG Xin-jun1,XU Qian-jun2(1.College of Hydraulic and Civil Engineering,Xinjiang Agriculture University,Urumqi 830052,China;2.Key Laboratory for River Dynamics and Hydraulic Engineering,Tsinghua University,Beijing 100084,China);Discussion on the Application of Infinite Element to Far Field of Earth-Rock Dam[J];人民黄河;2012-02
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LIU Haiqing1,2,SHAO Zhijiao1(1.School of Civil Engineering,Liaoning Technical University,Fuxin 123000,China;2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Influence of soil-structure dynamic interaction on isolation effect of lead-rubber bearing[J];地震工程与工程振动;2010-03
2 QIAN De-ling,ZHAO Yuan-yi, WANG Dong-po(College of Civil Eng.,Hefei Univ.of Technology,Hefei 230009,China);Experimental Study on the Dynamic Interaction of Squeezed Branch Pile-Soil-Structure System by Shaking Table Test[J];上海交通大学学报;2005-11
3 Xiong Zhongming~1 Wang Sheliang~1 Li Xiaojian~1 Yu Maohong~2(1.Xi'an University of Architecture and Technology,Xi'an 710055,China; 2.Xi'an Jiaotong University,Xi'an 710049,China);APPLICATION OF THE UNIFIED STRENTH THEORY TO SUPERSTRUCTURE PILE SOIL INTERACTION IN COLLAPSIBLE LOESS[J];土木工程学报;2005-09
4 ZOU Li-hua~(*1,2),ZHAO Ren-da~1(1.Southwest Jiaotong University, Chengdu 610031, China;2.Lanzhou Jiaotong University, Lanzhou 730070, China);Analysis of the random responses to earthquake of the subsoil-base-interaction isolated system[J];计算力学学报;2005-02
5 FAN Cun-xin~1, ZHANG Yi~1, XUE Song-tao~2,3, CHEN Rong~2(1.Dept.of Civil Engineering,University of Science and Technology of Suzhou,Suzhou 215011;2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai,200092;3.Dept. of Architecture,School of Science and Engineering,Kinki University,Osaka,Japan);Analysis of impedance function of oile group consideringsoil-pile dynamic interaction[J];西安科技大学学报;2004-03
6 Zheng Gang 1 Gao Zanming 2 Ni Yiqing 2 (1.Chongqing Communications Research & Desigh Institute,Chongqing 400067;2.The Hong Kong Pdytechnic University);PARAMETER OPTIMIZATION OF MULTI-TMDS FOR WIND-EXCITED VIBRATION SUPPRESSION OF TALL BUILDINGS[J];振动与冲击;2004-03
7 Fan Cunxin1,Chen Rong2,Xue Songtao2,3 (1Dept. of Civil Engineering,University of Science and Technology of Suzhou, Suzhou 215011 China) (2Research Institute of Structural Engineering and Disaster Reduction,Tongji University, Shanghai 200092 China) (3Dept. of Architecture,School of Science and Engineering,Kinki University, Osaka, Japan);EFFECT OF PILE-SOIL-STRUCTURE INTERACTION ON DOWNWIND RESPONSE OF HIGHRISE BUILDING TO WIND-INDUCED VIBRATION[J];岩石力学与工程学报;2004-12
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1 Jiang Xinliang;Gong Shuzheng;Zhang Chongxiang;Luo Lanfang;School of Civil Engineering,Tianjin University/Key Laboratory of Coastal Civil Engineering Structure and Safety(Tianjin University),Ministry of Education;;Study on the Interaction of Equipment-Structure System Considering the Effect of Frequency Ratio[J];特种结构;2017-01
2 LIU Jian;WU Kai;School of Civil Engineering and Architecture,Changsha University of Science and Technology;;Analysis of vertical vibration characteristics of long span continuous rigid frame bridge considering foundation-pier-beam[J];长沙理工大学学报(自然科学版);2016-01
3 YANG Bifeng;GU Li;ZHANG Yu;CCDI Group;;Seismic Analysis of a Pedestrian Bridge by Considering Foundation Stiffness[J];结构工程师;2015-05
4 YU Tongshun;LIAN Jijian;LIU Guohuan;DONG Xiaofeng;State Key Laboratory Hydraulic Engineering Simulation and Safety,Tianjin University;College of Engineering,Ocean University of China;;Characteristic Analysis on Wind-induced Response for the System of Visco-elastic Artificial Boundary-soilfoundation-wind Turbine Tower[J];应用基础与工程科学学报;2014-05
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6 LIU Shu-tang;CAO Wei-dong;LI Ying-yong;FANG Jian-guo;School of Civil Engineering,Shandong University;Highway Bureau of Department of Transportation of Shandong Province;;Key Technique and New Calculating Method for Resilient Modulus of Subgrade Measured by Bearing Plate[J];中国公路学报;2014-01
7 WANG Yan-jun;XU Yong-li;FAN Cun-xin;Depatment of Architecture and Engineering,Suzhou Industrial Park Institute of Vocational Technology;Deqing Qishi Middle School;Jiangsu Key Laboratory of Structure Engineering,Suzhou University of Science and Technology;;Effect of Pile-Soil-Structure Interaction on the Long-Span Concrete-Filled Steel Tube Arch Bridge to Wind-Induced Response[J];江南大学学报(自然科学版);2013-06
8 HE Qiang1,LI Bin1,GE Yong2(1.Chongqing Jiangbei District City Construction Co.,Ltd,Chongqing 400020,China; 2.Chongqing Kaixian County Urban and Rural Construction Committee,Chongqing 405400,China);Research Progress in Evaluation Index and Methods of Environment Vibration Serviceability[J];重庆工商大学学报(自然科学版);2012-06
9 XU Xu-tang1,WU Neng-sen1,CUI Guang-qiang2,GONG Can-ning1,XIAO Yong-jie1(1.Transportation College,Fujian Agriculture and Forestry University,Fujian Fuzhou 350002,China; 2.Jinshan College,Fujian Agriculture and Forestry University,Fujian Fuzhou 350002,China);Sensibility analysis of affecting factors on the ultimate bearing capacity of prestressed high-strength concrete pipe-pile[J];河北工程大学学报(自然科学版);2012-02
10 SU Kanhua(Chongqing University of Science and Technology,Chongqing 401331);Review of Coupled Analysis between the Casing String and the Seabed Soil for Deepwater Drilling[J];重庆科技学院学报(自然科学版);2012-03
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