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《Journal of Chongqing University(Natural Science Edition)》 2006-08
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Research on Seismic Behavior of Top-bear Arch Bridge with Viscoelastic Damping Braces

SUN Yi,LI Zheng-liang,CHEN Zhao-hui(College of Civil Engineering,Chongqing University,Chongqing 400030,China)  
This paper proposes a new method of structure control that to set damping braces in a top-bear arch bridge.Lumped damping can be introduced to structures to reduce seismic response.The FEM analysis of Nimu bridge which is braced with viscoelastic dampers had done.The results show that the viscoelastic damping braces can remarkably decrease displacement within the arc plane,which is an efficient structure control method.
【Fund】: 国家重大基础研究前期研究专项资助项目(2003CCA01500)
【CateGory Index】: U441.3
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【References】
Chinese Journal Full-text Database 4 Hits
1 LI Feng-bao,ZHU Dong-sheng(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Analysis on the Lateral Vibration Control of Top-Bear Arch Bridges[J];Journal of Chongqing Jiaotong University(Natural Science);2009-02
2 Zhu Kai-cai;Lanzhou Area Urban Develpoment Investment Co.Ltd.;;Influence of Line Reconstruction on Seismic Response of an Existing Railway Deck Arch Bridge[J];Earthquake Resistant Engineering and Retrofitting;2015-05
3 FAN Liang1,2,ZHOU Zhi-xiang2(1.College of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,P.R.China;2.College of Civil Engineering,Chongqing Jiaotong University,Chongqing 400074,P.R.China);A Performance Based Seismic Method to R.C. Arched Bridge[J];Journal of Civil,Architectural & Environmental Engineering;2009-01
4 FAN Liang1,2,ZHOU Zhi-xiang1(1.Chongqing Jiaotong University,Chongqing 400074,China; 2.Southwest Jiaotong University,Chengdu,Sichuan 610031,China);The Analysis of Earthquake Response and Aseismic Control Target to Long-Span R.C.Arched Bridge[J];Shanxi Science & Technology of Communications;2008-05
【Citations】
Chinese Journal Full-text Database 3 Hits
1 Zhou Yun (South China Construction University,Guangzhou,510405,China)Xu Zhaodong Zhao Hongtie (Xi'an University of Architecture and Technology);STUDY ON BEHAVIOR,ANALYTICAL METHODS AND APPLICATION OF VISCOELASTIC STRUCTURE[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-03
2 Xu Zhaodong Zhou Yun Zhou Fulin (Dept. of Civil Engineering, SCCU, Guangzhou 510405);Comparison and Analysis for Three Models of Viscoelastic Damper[J];Journal of South China Construction University;1999-02
3 WANG Guang-lin(Shenzhen Xilun Civil Engineering Co. Ltd., Shenzhen 518029, China);Grillage analytical method of box-girder[J];Shanxi Architecture;2005-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LIU Bao dong,ZHU Xi (College of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);Viscoelastic Dampers Adaptable to Wide-Environment Temperature[J];Journal of Northern Jiaotong University;2001-01
2 ZHOU Yun; XU Tong; YU Gong-hua; LI Xi-ping (Harbin Institute of Technology. Harbin 150001. China, Taiyuan University of Technology.Taiyuan 030024. China, Design and Technique Department of Guangzhou Construction Committee);Recent advances in research, development and applications of seismic energy dissipation[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-02
3 ZHOU Yun, DENG Xue-song, XU Zhao-dong (College of Civil Engineering, Guangzhou University, Guangzhou 510405, China);Experimental study on properties of lead-viscoelastic dampers[J];Earthquake Engineering and Engineering Vibration;2001-01
4 LIU Bing 1,ZHOU Yun 2,DENG Xue-song 2,XU Zhao-dong 3(1.Shenzhen Citizen Centre Office of Construction, Shenzhen 518031,China;2.Guangzhou Univercity, Guangzhou 510405,China;3.Xi'an Jiaotong University,Xi'an 710055,China);Experimental study on properties of combined lead rubber dampers[J];Earthquake Engineering and Engineering Vibration;2002-05
5 WANG Zhan,JIA Yan-min,SUN Lu-zhen(School of Civil Engineering,Northeast Forest University,Harbin 150040,China);SPACE BEAM GRILLAGE METHOD ANALYSIS ON IRREGULAR BRIDGE[J];Low Temperature Architecture Technology;2006-02
6 Luo Qifeng Shi Chunxiang Cao Bingzheng Yang Shulong Xiong Hua Li Shidong(Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China);INTRODUCTION OF STRUCTURAL ASEISMIC RESEARCH IN CHINA IN RECENT FOUR YEARS[J];Acta Seismologica Sinica;2003-06
7 WANG Ye-hua,ZHOU Yun,DING Kun(Department of Civil Engineering,Guangzhou University,Guangzhou 510405,China);Recent Advances in Research and Applications of Viscoelastically Damped Structure[J];Journal of Disaster Prevention and Mitigation Engineering;2006-01
8 Sun Ying Zhuo Weidong(School of Civil Engineering,Fuzhou University 350002);FEM-Model and Parameter-analysis on Dynamic Characteristics for Curved Box Beam Bridges[J];Fujian Architecture & Construction;2007-12
9 WANG Qi,LIU Haiqing(College of Architecture and Engineering,Liaoning Technical University,Fuxin 123000,China);Numerical simulation of SMA-viscous damper damping framework application[J];Journal of Liaoning Technical University(Natural Science);2009-S2
10 Xu Zhaodong et al.(18);SIMULINK Dynamic Simulation Analysis of Passive Controlled Structure[J];Earthquake Resistant Engineering;2000-04
China Proceedings of conference Full-text Database 2 Hits
1 Chen Xiaorong1 Lei Jinsong1,2 Lu Xuesong1 Li Hongbi1 (1.Southwest University of Science and Technology, Mianyang, Sichuan 621010; 2.College of Civil Engineering, Hunan University, Changsha,Hunan 410082);study on The aseismic performance of steel frame with new-style wedge-braced devices[A];[C];2008
2 Ding Ge,Hao Jiping,Wu Yuanli,Mu Dejun(College of Civil Engineering,Xi'an University of Architectural Science and Technology,Xi'an 710055,China);Analyses of seismic response control for the high-rise steel structure with viscoelastic dampers[A];[C];2011
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 DUAN Hong-xia~1,LI Zheng-liang~2(1.Department of Civil Engineering,University of Science and Technology of Suzhou,Suzhou 215011,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China);Research on the seismic design of RC mega-frame structures[J];Sichuan Building Science;2006-02
2 LI Tao~1,YAN Gui_ping~1,LI Teng_yun~2,XUE Cai_li~3 (1.School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China; 2.The Fifth Department of Third Engineering Bureau of Railway, Yuci 030600, China; 3.The Fourth Department of Seventeen Engineering Bureau of Railway, Yuci 030600, China);Analysis of Seismic Response for Deck and Large Span Arch Bridge Concrete Filled Steel Tube[J];Journal of Northern Jiaotong University;2005-01
3 Xiang Zhongfu Gu Anbang (Bridge and Structure Engineering Department);Effect of the Spandrel on the Lateral Stability of Arch[J];Journal of Chongqing Jiaotong University;1991-01
4 ZHAO Can hui\+1,\ GAO Yan mei\+2 (1 Departmentof Ciivil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2 Departmen for Bridge & Structura Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Current situation and development of study on seismic performance of long-span arch bridge[J];Journal of Chongqing Jiaotong Institute;2002-01
5 PENG Yong-jun,ZHU Dong-sheng,ZANG Bo(School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Vertical Seismic Response on a Top-Bear Arch Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2009-03
6 Xu Jinhua\ \ Wang Xiangjian (Department of Bridge Engineering,Chongqing Jiaotong Institute 400074);Travelling Wave Seismic Response of Long Span Arch Bridges[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1998-02
7 DENG Nuan(Chongqing University of Science and Technology,Chongqing 400042);On Present Situation and Development of Earthquake Reaction Analysis of Long-span Arch Bridge[J];;2006-01
8 ZHAO Can-hui~(1,2),ZHOU Zhi-xiang~(2)(1.School of Civil Engineering,Southwest Transportation University,Chengdu 610031,China;2.School of Civil Engineering,Chongqing Transportation University,Chongqing 400074,China);Seismic response analysis of long-span steel braced deck-type arch bridge[J];Journal of Railway Science and Engineering;2006-05
9 Wang Qianxin Wu Guozhou Li Yunlin (Institute of Engineering Mechanics, Academia Sinica);RESPONSES OF ARCH-TYPED STRUCTURES TO MULTI-SUPPORT EXCITATIONS[J];Earthquake Engineering and Engineering Vibration;1984-02
10 FAN Li-chu, WANG Jun-jie (Dept. of Bridge Engineering, Tongji University, Shanghai 200092, China);Design code for earthquake-resistance of bridges: current situation and trend[J];Earthquake Engineering and Engineering Vibration;2001-02
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 CUI Fengkun;XU Yue;DONG Fenghui;Highway School,Chang'an University;Department of Bridge Engineering,Tongji University;;Research on Suspending Points of CFST Tied-Arc Bridge Used Integral Hoisting Method[J];Journal of Wuhan University of Technology(Transportation Science & Engineering);2015-02
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Ou Jinping Wu Bin (Harbin University of Architecture and Engineering,Harbin 150006,China);EXPERIMENTAL COMPARISON OF THE PROPERTIES OF FRICTION AND MILD STEEL YIELDING ENERGY DISSIPATORS AND THEIR EFFECTS ON REDUCING VIBRATION OF STRUCTURE UNDER EARTHQUAKES[J];Earthquake Engineering and Engineering Vibration;1995-03
2 Li Minxia (South China Construction University) Liu Ji (Harbin University of Civil Engineering & Architecture);EXPERIMENTAL STUDY OF SEMIACTIVE STRUCTURAL CONTROL USING VARIABLE STIFFNESS[J];Earthquake Engineering and Engineering Vibration;1998-04
3 HUANG Wei-ping; QIANG Shi-zhong( Qingdao Oceanology University, Southwest Jiaotong University, Chengdu 610031 China);Parameters of TMD for vibration control of long-span suspension bridge[J];Earthquake Engineering and Engineering Vibration;1999-02
4 ZHOU Yun; XU Tong; YU Gong-hua; LI Xi-ping (Harbin Institute of Technology. Harbin 150001. China, Taiyuan University of Technology.Taiyuan 030024. China, Design and Technique Department of Guangzhou Construction Committee);Recent advances in research, development and applications of seismic energy dissipation[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-02
5 OU Jin -ping; DING Jian-hua(Harbin University of Civil Engineering and Architecture, Harbin 150090);Theory and performance experiment of viscous damper of clearance hydrocylinder[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-04
6 WEI Wen-hui; QU Wei-lian; CHEN Zhao -hui(Wuhan University of Technology);Viscoelastic damper in control of earthquake responses of nonlinear buildings[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-04
7 HE Zheng OU Jin -ping (School of Civil Engineering. Harbin Institute of Technology. Harbin 150090, China;A simplified method of seismic damage analysis for reinforced concrete structures with passive energy dissipators[J];Earthquake Engineering and Engineering Vibration;2001-S1
8 Long Fuxing; Zhang Xu; Gu Ping; Yao Jin(Harbin University of Civil Engineering and Architecture);PROBLEMS IN SEISMIC RESPONSES OF STRUCTURES UNDER THE CONTROL OF TUNED MASS DAMPERS(TMD)[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1996-02
9 OuJinping Wu Bin (Research Institute of Engineering Science and Technology, Harbin University of Architecture and Engineering,Harbin 150008,China);A NEWE NERGY DISSIPATION DEVICE COMPOSITE STEEL PLATE ENERGY DISSIPATOR[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1997-01
10 Zhou Yun Liu Ji (Harbin Univeristy of rchitecture and Engineering,Harbin 150001,China);COMPARATIVE EXPERIMENTAL STUDY ON THE BEHAVIOR OF TWO DIFFERENT ENERGY DISSIPATION BRACE BASED ON FRICTION[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1997-01
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