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《Earthquake Resistant Engineering and Retrofitting》 2010-01
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Influences of Soil-Pile-Structure Interaction on Seismic Response of Continuous Bridge

Li Li 1,2,Chen Yuan-kun 1,2,Yang Jin-hu 3,Ye Zhi-xiong4(1.School of Civil Engineering & Mechanics,Huazhong University of Science & Technology,Wuhan 430074,China;2.Hubei Key Laboratory of Control Structure,Huazhong University of Science & Technology,Wuhan 430074,China;3.Hubei Electric Power Design Institute,Wuhan 430024,China;4.Wuhan Architectural Design Institute Wuhan 430014,China)  
With the seismic isolation technology is widely used in bridge structure,reasonable bridge model is very important for seismic isolation analysis.Taking one continuous steel box girder bridge as research object,three kinds of finite element models of that bridge are established:first one,all piers bottom fixed without consider pile and soil;second one,with M method pile;third one,use nonlinear finite element model of pile-soil.Then time history analysis of the three models before and after seismic isolation when subjected to El-Centro wave at the longitudinal and lateral side of the bridge are made respectively,seismic responses are compared and analyzed to find out the effects of soil-pile-bridge structure dynamic interaction.Finally,it is indicated that considering the dynamic interaction of soil-pile-bridge structure can amplify the seismic responses of this continuous bridge,and amplification effect of the third model is greater than the second one.But the interaction has little influence on ratio of isolation,so without consider the interaction of soil-pile-bridge will not lead to too large estimation of the isolation efficiency.
【CateGory Index】: U442.55
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【References】
Chinese Journal Full-text Database 1 Hits
1 Ma Yongquan,Chen Shuisheng,Tu Yong,Chen Hao;Development research on the nonlinear seismic response of LRB isolated bridges[J];Engineering Construction;2011-03
【Citations】
Chinese Journal Full-text Database 7 Hits
1 JIANG Yi-cheng,YE Zhi-xiong,NIE Su-fei,LI Li (School of Civil Engineering & Mechanics,Huazhong University of Science and Technology,Hubei Wuhan 430074,China);Experimental Study of Mechanical Properties of Square Lead Rubber Bearing and Seismic Response Analysis of Isolated Bridge[J];Journal of Highway and Transportation Research and Development;2007-10
2 ZHU Jin-long 1,SUN Li-tong 2 (1.Department of Engineering Mechanics and Technology, Tongji University,Shanghai 200092,China; 2.School of Civil Construction Engineering,Jinan University,Jinan 250022,China);Verification of m-method for Determination of Load on Piles in Soft-clay Ground[J];Journal of Tongji University;2003-08
3 He Xiongjun Zhou Lina Wang Qiwu;Solution of Buckling Loads for Piles with FEM[J];Journal of Wuhan University of Technology;2003-06
4 Chen Qingjun Jiang Wenhui Lou Menglin (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092);3D NONLINEAR RESPONSE ANALYSIS OF PILE GROUP UNDER SEISMIC LOADING[J];Journal of Vibration and Shock;2003-03
5 Qi Xingjun~1 Li Xiaojun~2 Li Yaqi~3 (1. School of Civic Engineering Shandong Jianzhu University, Jinan 250101; 2.Institute of Engineering Mechanics, China Earthquake Administration, Ha'erbin 150080; 3.Institute of Geophysics, China Earthquake Administration, Beijing 100081);STUDY ON THE INFLUENCE OF PILE-SOIL INTERACTION UPON SEMI-ACTIVE CONTROL OF CONTINUOUS BEAM BRIDGE[J];Journal of Vibration and Shock;2006-05
6 Jiang Yicheng,Yang Dexi,Li Li,Hu Liang(School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074);STOCHASTIC RESPONSE ANALYSIS OF SEISMICALLY ISOLATED BRIDGES WITH LRB TO SPATIALLY VARYING EARTHQUAKE GROUND MOTIONS[J];Journal of Vibration and Shock;2007-01
7 LONG Xiao-hong, LI Li(School of Civil Engineering & Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China);Time Path Analysis of Shock Isolation of Continuous Girder Bridges under Pile-soil Interaction[J];China Municipal Engineering;2006-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Rong(Engineering Technology Associates(China),Inc.,Shanghai 200030,China);Dynamic response analysis of rolling jetting and cementing pile under seismic loading[J];Sichuan Building Science;2010-04
2 Zhou Kege(Inner Mongolia Communications Design & Research Institute Co.Ltd,Hohhot 010010,China);A General Statement to the Research of Engineering Structural Vibration Control[J];Anhui Architecture;2010-02
3 XUE Su-duo LI Xiong-yan CAI Yan-cheng (The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China);Experiments on a New Type of Seismic Isolation Bearing Combined With Teflon Frictional Sliding System and Springs[J];Journal of Beijing University of Technology;2009-02
4 XUE Su-duo1,ZHAO Wei1,2,LI Xiong-yan1(1.Key Lab of Urban Security and Disaster Engineering,MOE,College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;2.Beijing Urban Engineering Design & Research Institute Co.,Ltd.,Beijing 100037,China);Parameter Analysis of Single-layer Spherical Lattice Shell With FPS[J];Journal of Beijing University of Technology;2009-07
5 CHEN Ling-ling,QIAN Sheng-guo,XU De-yi,CHEN Min-zhong (Yangtze River Scientific Research Institute,Wuhan 430010,China);Design of Seismic Mitigation and Isolation of Large Aqueduct[J];Journal of Yangtze River Scientific Research Institute;2009-01
6 ZHAI Ze-bing1,2,ZHANG Gen-guang1,LI Jing2(1.College of Water Resource and Architectural Engineering,Northwest A & F University,Yangling Shaanxi712100,China;2.Jiangxi Provincial Water Conservancy Planning and Design Institute,Nanchang 320029,China);Effect Analysis for Large Aqueduct with Seismic Isolation Bearing[J];Journal of Yangtze River Scientific Research Institute;2010-03
7 YANG Meng-gang,CHEN Guo-yang(School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Seismic response reduction measurement of long-span self-anchored suspension bridges with single-tower[J];Journal of Railway Science and Engineering;2010-03
8 LI Zhong-xian, ZHANG Yuan, DING Yang(School of Civil Engineering, Tianjin University, Tianjin 300072, China);Seismic analysis and isolation for station-bridge structures of light railways[J];Earthquake Engineering and Engineering Vibration;2003-06
9 TANG Baijian,ZHANG Jian(Civil Engineering Department,Jiangsu University of Science and Technology,Zhenjiang 212003,China);Performance of composite isolation bearing in lattice roof structures[J];Journal of Earthquake Engineering and Engineering Vibration;2010-01
10 Wang Jun1 Wang Fengquan2 Zhang Yufeng1(1Jiangsu Transportation Research Institute,Nanjing 210017,China)(2School of Civil Engineering,Southeast University,Nanjing 210096,China);Identification of restraints stiffness of tower structure foundation[J];Journal of Southeast University(Natural Science Edition);2007-02
China Proceedings of conference Full-text Database 2 Hits
1 LONG Xiaohong~1,LI Li~1,JIANG Yicheng~1,Hu Liang~(1,2) (1 School of Civil Engineering & Mechanics,Huazhong University of Sci.& Tech., Hubei Key Laboratory of Control Structure,Wuhan,Hubei,430074,China; 2 State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai,200092,China);INFLUENCE OF MULTI-SUPPORT-EXCITATION ON SEISMIC RESPONSE OF ISOLATED GIRDER BRIDGE[A];[C];2010
2 ZHANG Yu-ye,YUAN Wan-cheng,FAN Wei (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);STUDY ON LOCAL STRATEGIES OF SEISMIC CAPACITY DESIGN FOR LARGE-SCALE BRIDGE[A];[C];2010
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Chen Shuisheng(Department of Civil Engineering,East-China Jiaotong University,Nanchang 330013,China);Semi-active control based on fuzzy theory of seismic response for elevated highway bridges[J];Earthquake Engineering and Engineering Vibration;2005-06
2 Ye Zhi-xiong,Li Li,Nie Su-fei,Jiang Yi-cheng(School of Civil Engineering & Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China);Explicit Finite Element Study of Mechanical Parameters of Lead-rubber Bearing for Nonlinear Dynamic Analysis[J];Earthquake Resistant Engineering and Retrofitting;2006-06
3 ZHU Dong-sheng1 , LAO Yuan-chang2 , SHEN Da-yuan2 , LI Qiao2 (1. Lanzhou Railway Institute, Lanzhou 730070; 2. Southwest Jiaotong University, Chengdu 610031);THE SEISMIC RESPONSE FEATURES OF ISOLATED BRIDGE WITH LBR[J];Engineering Mechanics;2001-01
4 WANG Li1 , YAN Gui-ping2 , SUN Li1 (1. Department of Civil Engineering, Beijing Polytechnic University, Beiing 100022, China; 2. College of Civil Engineering, Northern Jiaotong University, Beiing 100044, China);ANALYSIS OF SEISMIC RESPONSE OF ISOLATED BRIDGES WITH LRB[J];Engineering Mechanics;2003-05
5 JIANG Yi-cheng 1,2 ,NIE Su-fei 1,2 ,YE Zhi-xiong 1,2 ,LI Li 1,2 (1.School of Civil Engineering&Mechanics,Huazhong University of Science&Technology,Wuhan 430074,China; 2.Hubei Key Laboratory of Control Structure,Huazhong University of Science&Technology,Wuhan 430074,China);EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF MULTI-LEAD RUBBER BEARING AND ITS EXPLICIT FINITE ELEMENT ANALYSIS[J];Engineering Mechanics;2008-07
6 JIN Jian-min1,2 , ZHOU Fu-lin2, TAN Ping2 (1. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi 710055, China; 2. Earthquake Engineering Research &Test Center, Guangzhou University, Guangzhou, Guangdong 510405, China);STUDY ON PRE-YIELD SHEAR STIFFNESS OF DIFFERENTIAL RESTORING FORCE MODEL FOR LEAD RUBBER BEARING[J];Engineering Mechanics;2010-10
7 Han Xuemin~1,Zhong Tieyi~1,Zhu Zhengguo~2 (1.School of Civil and Architectural Engineering, Beijing Jiaotong University, Beijing 100044, China; 2.School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang 050043, China);A Study of Isolation Bearings on the Railway Bridge[J];Journal of Shijiazhuang Railway Institute;2004-01
8 Fan Lichu Yuan Wancheng (College of Structural Engineening);Seismic Isolation and Energy Absorption Properties of Elastomeric Pad Bearing for Bridges[J];Journal of Tongji University;1989-04
9 CHEN Shui-sheng~1,WAN Yi-chun~2,NAO-Aki Noda~3(1.School of Civil Engineering,East-China Jiaotong University,Nanchang 330013,China;2.Department of Highway Administration,Shangrao City Government,Shangrao 334000,Jiangxi Province,China;3.School of Engineering,Kyushu Institute of Technology,Kitakyushu 8048550,Japan);Nonlinear Response of Isolated-Bridge Subjected to Seismic Excitation[J];Journal of Chang'an University(Natural Science Edition);2006-01
10 ZHANG Jun,YAN Gui ping (School of Civil and Architectural Engineering, Northern Jiaotong University, Beijing 100044, China);Effects of isolation bearing on anti-seismic performance of RC beam bridge[J];China Journal of Highway and Transport;2002-01
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LIU Wen guang 1,2 ,LI Zheng rong 3,ZHOU Fu lin 2, Miyama Takafumi 4,FENG De min 4 (1.Beijing Polytechnic University, Beijing 100022; 2.Guangzhou University, Guangzhou 510405,China; 3.Shantou Vibro-Tech LTD. Shantou 541015,China; 4.Technol;Force-displacement relation and fundamental properties of low stiffness rubber bearings[J];Earthquake Engineering and Engineering Vibration;2002-03
2 ZHANG Jun ping 1,ZHOU Fu lin 1,LIAO Shu qiao 2,GU Yu long 2 (1.Guangzhou University, Guangzhou 510405,China;2.The First Designing Institute of Railway Ministry, Lanzhou 730000,China);Shaking table experiment study of bridge isolation system (IV) exploration on design method of isolated bridge[J];Earthquake Engineering and Engineering Vibration;2002-03
3 WU Bin , ZHUANG Jun-sheng , ZANG Xiao-qiu (Academy of Railway Sciences, Beijing 100081, China);EXPERIMENTAL STUDY OF MECHANICAL PARAMETERS OF LEAD-RUBBER BEARING BY FOR NONLINEAR DYNAMIC ANALYSIS[J];Engineering Mechanics;2004-05
4 ZENG Pan 1, YAN Gui-ping 2 (1.Guangzhou City Center Transport Project Office,Guangdong Guangzhou 510030,China; 2.Northern Jiaotong University,Beijing 100044,China);Research on Dynamic Characteristics of Isolated Bridges[J];Journal of Highway and Transportation Reseach andk Development;2001-04
5 LIN Jia, LIU Wen-guang, WEI Lu-shun, WANG Yu(Earthquake Engineering Research Test Center, Guangzhou University, Guangzhou 510405, China);Study on vertical repetition load fatigue test of rubber bearing[J];Journal of Guangzhou University(Natural Science Edition);2005-03
6 Lin Jiahao,Zhang Yahui,Zhao Yan (State Key Laboratory of Structural Analysis of Industrial Equipment, Dalian University of Technology, Dalian 116023, China);SEISMIC ANALYSIS METHODS OF LONG-SPAN STRUCTURES AND RECENT ADVANCES[J];Advances In Mechanics;2001-03
7 BAI Guo-liangZHU Li-hua (College of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China);Study on the parameters of Kanai-Tajimi model based on the code(GB50011-2001)[J];World Information On Earthquake Engineering;2004-03
8 LIU Hong bing, ZHU Xi (School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044, China);Research of aseismic protection system on continuous girder bridge with high piers[J];JOURNAL OF THE CHINA RAILWAY SOCIETY;2000-05
9 LIU Hai xiao, ZHOU Xi reng (School of Constructional Engineering,Tianjin University,Tianjin 300072,China);TREATMENT OF INTERFACE BEHAVIOR IN EARTHQUAKE RESPONSE ANALYSIS OF STRUCTURE[J];Journal of Tianjin University;2000-01
10 Peng Xiding( Science and Technology Research Institute of Chengdu Railway administration);CALCULATION OF CRITICAL LOAD OF PILE CONSIDERING RESISTANCE OF SOIL ON THE SIDE OF PILE[J];China Civil Engineering Journal;1996-05
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