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《Journal of Beijing University of Technology》 2007-05
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A Time-domain Substructure Method for Seismic Response Analysis With Soil-structure Interaction Effect

DU Xiu-li, ZHAO Jian-feng (Key Laboratory for Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100022, China)  
To take into account the frequency dependency of foundation impedance and avoid repeated Fourier transform, a time-domain difference approach for calculating the ground resisting forces was introduced by the authors. The software programs of structure history analysis were re-developed based on general FEM software, and the dynamic history analysis module of considering the soil-structure interaction effect was included. Finally, multilayer frame with circular foundation on the surface of layered soil media is numerically analyzed under three dimensions earthquake excitation. Numerical results demonstrate that the proposed approach can reflect the property of foundation impedance which varies with frequency in soil-structure system.
【Fund】: 国家杰出青年科学基金资助项目(50325826);; 北京市教育委员会科学技术与研究生建设项目(4700001401509);; 北京市属市管高校人才强教计划资助项目(05004012200515).
【CateGory Index】: TU435;TU311.3
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【References】
Chinese Journal Full-text Database 3 Hits
1 YANG Xiaomei1,GUO Dawen1,YANG Baipo2(1.Faculty of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006,China; 2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Frequency analysis of nuclear power plant on a local complex site[J];Journal of Earthquake Engineering and Engineering Vibration;2012-06
2 Li Xuwei;Su Tianbao;He'nan University of Urban Construction;;Research on the Failure Mechanism of Huangcaoping Mountain Tunnel in High Intensity Zone Subjected to Earthquake[J];Construction Technology;2014-10
3 CHEN Jianyun1,2,LI Jianbo1,2,LIN Gao1,2,MA Xiuping2(1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China;2.Earthquake Engineering Research Division,School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China);A SUB-REGIONAL EXPLICIT-IMPLICIT RECURSIVE METHOD WITH MIXED STEP-SIZE STRATEGY IN TIME DOMAIN FOR DYNAMIC STRUCTURE-FOUNDATION INTERACTION ANALYSIS[J];Chinese Journal of Rock Mechanics and Engineering;2007-12
【Citations】
Chinese Journal Full-text Database 3 Hits
1 HOU Xing-min; LIAO Zhen-peng(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Lumped - parameter models for impedance matrix of rigid rectangular foundations of the half-space[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-04
2 Luan Maotian, Lin Gao ( Dept. of Civil Engineering, DUT );2 DOF lumped parameter model of dynamic impedances of foundation soils[J];JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY;1996-04
3 Jin Feng Zhang Chuhan Wang Guanglun ( Tsinghua University );A TIME DOMAIN MODEL OF ARCH DAM ROCK FOUNDATION INTERACTION[J];China Civil Engineering Journal;1997-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Mansheng~ 1,2) , PAN Danguang~ 1) , ZHOU Xiyuan~ 3) 1) Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China 2) School of Engineering, University of Alaska, 3211 Providence Drive, Anchorage, AK 99508, USA 3) Earthquake Engineering and Hazard Mitigation Institute, Beijing University of Technology, Beijing 100022, China;Soil-structure interaction analysis based on the soil lumped parameters model[J];Journal of University of Science and Technology Beijing;2007-01
2 LIU Zhi-jiu1,2,SHANG Shou-ping1,XU Jian3,WANG Yi-sun1(1.Civil Engineering College of Hunan University,Changsha 410082,China;2.Civil and Architectural College,Central South University,Changsha 410075,China;3.Machine Building Group Corporation of China,Beijing 100080,China);Torsional composite lumped parameter model of arbitrarily shaped foundations[J];Journal of Railway Science and Engineering;2010-04
3 LIU Zhi-jiu1,3,XU Jian2,SHANG Shou-ping3(1.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China;2.Machine Building Group Corporation of China,Beijing 100080,China;3.School of Civil Engineering,Hunan University,Changsha 410082,China);The comparison of experiment with theory of torsional composite lumped parameter model[J];Journal of Railway Science and Engineering;2011-02
4 HOU Xing-min LIAO Zhen-peng DING Hai-ping (Institute of Engineering Mechanics, Harbin 150080, China);Exact numerical solution of foundation dynamic stiffness and its lumped parameter model[J];Earthquake Engineering and Engineering Vibration;2001-04
5 Bao Wenbo~(1,2),Xu Jinhua~(1),Chen Sili~(1), Wen Bangchun~(2)(1. Shool of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110023,China; 2. School of Mechanical Engineering and Automation, Northeastern University, Shenyang 110006,China);Nonlinear models of dynamical foundations[J];Earthquake Engineering and Engineering Vibration;2004-05
6 Li Jianbo,Lin Gao,Chen Jianyun,Hu Zhiqiang (State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China);Study on time-domain numerical methods for dynamic analysis of structure-foundation interaction[J];Earthquake Engineering and Engineering Vibration;2005-02
7 Bao Wenbo~(1,2),Xu Jinhua~1,Chen Sili~1, Wen Bangchun~2(1.School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110023, China; 2.School of Mechanical Engineering and Automation, Northeastern University, Shenyang 110004, China);Nonlinear models of dynamical foundations[J];Earthquake Engineering and Engineering Vibration;2005-03
8 Wang Mansheng~(1), Zhou Xiyuan~(2), He Liu~(3 ), Hu Yuxian~(1)(1.Geophysics Institute, China Earthquake Adminisfration, Beijing 100081, China; 2.College of Architectural Engineering, Beijing PolytechnicUniversity, Beijing 100081,China; 3.School of Engineering, University of Alaska, 3211 Providence Ave, Anchorage, AK 99508, USA);Identification of parameters of 2-DOFs lumped-parameter model of layered-soil[J];Earthquake Engineering and Engineering Vibration;2005-04
9 HOU Xingmin1,MA Xiaoyan2,WU Hansheng2,TIAN Qiqiang2 (1.School of Civil Engineering,Yantai University,Yantai 264005,China;2.Institute of Engineering Mechanics,China Earthquake Administration, Harbin 150080,China);Some problems about vibration and design of dynamic machine foundation[J];Journal of Earthquake Engineering and Engineering Vibration;2008-03
10 CAO Caiqin, HUANG Yi, WANG Chunling(Science College, Xi'an University of Architecture and Techniology ,Xi'an 710055,China);Dynamics interaction analysis between laminated circular plate and infinite layer foundation[J];Basic Sciences Journal of Textile Universities;2005-01
China Proceedings of conference Full-text Database 3 Hits
1 LIU Zhi-jiu~(1,2),SHANG Shou-ping~1,WANG Yi-sun~1 (1.Civil Engineering College of Hunan University,Changsha 410082,China;2.Civil and Architectural College,Central South University,Changsha 410083,China.);Vertical Composite Lumped Parameter Model of Arbitrarily Shaped Foundations[A];[C];2009
2 ~*YANG Qiang,LIU Yao-ru,CHANG Qiang,LENG Kuang-dai,ZHOU Wei-yuan,YANG Ruo-qiong (State Key Laboratory of Hydroscience and Hydraulic Engineering,Tsinghua University,Beijing 100084,China);DEFORMATION STABILITY AND CONTROL THEORY OF STRUCTURE AND APPLICATION IN ROCK AND SOIL ENGINEERING[A];[C];2010
3 ~*LIU Zhi-jiu~(1,3),SHANG Shou-ping~3,XU Jian~2,WANG Yi-sun~3 (1.Civil and Architectural College,Central South University,Changsha 410083,China. 2.Machine Building Group Corporation of China,Beijing 100080,China; 3.Civil Engineering College of Hunan University,Changsha 410082,China;);TORSIONAL COMPOSITE LUMPED PARAMETER MODEL OF EMBEDDED FOUNDATIONS[A];[C];2011
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WU Ti~(1,2),XIONG Feng~1,WANG Yong-wei~2(1.College of Architecture and Environment of Sichuan University,Chengdu 610065,China;2.Sichuan Institute of Building Research,Chengdu 610081,China);Research of model about soil-superstructure interaction system[J];Sichuan Building Science;2006-02
2 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
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 Qian Qihu;The Fourth Wave of Geotechnology[J];UNDERGROUND SPACE;1999-04
5 GUO Sheng-bing et al.;Dynamic Analysis of Underground Structures under the Vertical and Horizontal Seismic Load[J];Underground Space;2002-04
6 GONG Bi-ning et al;Experimental Study on Dynamic Interaction of underground structure and soil[J];Underground Space;2002-04
7 ZHOU Jian;Current Situation of Research on Earthquake Resistance of Subway and Underground Structures in Soft Soil[J];Underground Space;2003-02
8 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);Shaking Table Tests for the Seismic Simulation of Underground Structure[J];;2005-02
9 MA Xing-dong~(1,2),LI Hai-bo~1,FENG Hai-peng~1(1.Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071,P.R.China;2.Chengdu Hydroelectric Investigation &Design Institute of SPC(CHIDI),Chengdu 610072,P.R.China);Analysis of Dynamic Paramaters for Underground Excavation Under Seismic Loading[J];Chinese Journal of Underground Space and Engineering;2006-01
10 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
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 YIN Xun-qiang,LI Jian-bo,LIN Gao Earthquake Engineering Research Division,Dalian University of Technology,Dalian 116024,China;Analyses of key influencing factors of time-domain numerical methods based on DSEM[J];Journal of Dalian University of Technology;2012-02
2 MA Huai-fa,WANG Li-tao,CHEN Hou-qun(State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,China Institute of Water Resources and Hydropower Research,Beijing 100038,China);PRINCIPLE OF VIRTUAL DISPLACEMENTS OF VISCOUS-SPRING ARTIFICIAL BOUDARIES[J];Engineering Mechanics;2013-01
3 Jiang Xin-liang,Li Bo-qiang,Lao Hao-yin(School of Civil Engineering,Tianjin University/Key Laboratory of Coastal Civil Engineering Structure and Safety(Tianjin University),Ministry of Education,Tianjin 300072,China);Seismic Response Analysis of Pile-soil-structure of the Shanghai Tower's Miranda Model[J];Earthquake Resistant Engineering and Retrofitting;2013-04
4 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
5 ZHOU Xing-de,LIU Qian-min,WANG Yu,JIANG Yang,LIU Guang-bo,SHI Xing-xing(Department of Engineering Mechanics,Hohai University,Nanjing 210098);Research on the Dynamic Deep Anti-Slide Stability of Gravity Dam under Structure-Foundation Interaction[J];Hongshui River;2011-02
6 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
7 PAN Jian-wen1,Chongmin Song2,ZHANG Chu-han1(1.Tsinghua University,Beijing,China 100084;2.University of New South Wales,Sydney,NSW 2052,Australia);Simple model for gravity dam response considering radiation damping effects[J];Journal of Hydraulic Engineering;2010-04
8 CHEN Yong-hui1,WANG Xin-quan2,ZHOU Xing-de1,GUI Yan-de3(1.Hohai University,Nanjing 210098,China;2.Zhejiang University,Hangzhou 310015,China;3.Zhejiang Provincial Institute of Communications,Design & Research,Hangzhou 310006,China);Determination of impact of pile driving vibration on seawall by infinite foundation method[J];Journal of Hydraulic Engineering;2011-02
9 WANG Fei,ZHUO Yi (The Third Railway Survey and Design Institute Group Corporation,Tianjin 300142,China);Analysis of Impact of Shield Tunneling on Displacement of Existed Bridge Foundation[J];Journal of Railway Engineering Society;2011-06
10 Tang Liang Ling Xianzhang Xu Pengju Su Lei Zhang Xiaoyu Zhang Yongqiang(Harbin Institute of Technology,Harbin 150090,China);Numerical simulation of shaking table test for seismic soil-pile interaction in liquefying ground[J];China Civil Engineering Journal;2012-S1
China Proceedings of conference Full-text Database 1 Hits
1 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
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 Zhang Chuhan Wang Guanglun (Tsinghua University);ON EARTHQUAKE-RESISTANCE OF ARCH DAMS[J];Earthquake Engineering and Engineering Vibration;1986-04
2 Liao Zhenpeng Institute of Engineering Mechanics, SSB, Harbin 150080;NUMERICAL SIMULATION OF NEAR-FIELD WAVE MOTION[J];ADVANCES IN MECHANICS;1997-02
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