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《Journal of Vibration and Shock》 2015-16
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Effect of cable-stayed bridge's relative height of deck on viscous damper's seismic reduction behavior

ZHANG Wen-xue;HUANG Jian;WANG Jing-jing;College of Architecture and Civil Engineering,Beijing University of Technology;  
Studies show that proper elastic viscous damper between the tower and girder can improve the seismic behavior of cable-stayed bridge. However,conclusions at present are mostly drawn from some specific engineering projects without considering the influence of different relative height of deck on viscous damper 's shock reduction effect. By changing the height of lower towers to alter the relative height of deck,the influence of relative height of deck on towergirder viscous damper's shock reduction effect was analysed based on a certain cable-stayed bridge model. According to the study,it is shown that the relative height of deck of cable-stayed bridge has an outstanding influence on the damper's optimal parameters and the optimum shock reduction effect.
【Fund】: 国家自然科学基金面上项目(51378034/E080505);; 北京市自然科学基金面上项目(8122007)
【CateGory Index】: U442.55;U448.27
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【Citations】
Chinese Journal Full-text Database 7 Hits
1 Li Yuchun1 and Di Qingshuang2 1. Department of Hydraulic Engineering, Tongji University, Shanghai 200092, China 2. Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China;Numerical simulation of dynamic characteristics of a cable-stayed aqueduct bridge[J];地震工程和工程振动(英文版);2011-04
2 YE Ai-jun, HU Shi-de, FAN Li-chu (Department of Bridge Engineering, Tongji University, Shanghai 200092, China);Research on Aseismatic Structural System of Cable-stayed Bridge[J];Bridge Construction;2002-04
3 ZHANG Wen-xue1,2,LI Jian-zhong1,LI Huai-feng3(1.Transportation Planning and Research Institute,the Ministry of Communications,Beijing 100029;China;2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;3.Shan-dong Provincial Communication Planning and Design Institue,Ji′nan 250031,China);Study of Seismic Response Characteristics of Low Gravity Center Cable-Stayed Bridge[J];Bridge Construction;2007-05
4 QI Xing-jun1, LI Xiao-jun2(1.Institute of Geophysics, China Earthquake Administration, Beijing 100081, China;2.Institute of Engineering Mechanics, China Earthquake Administration, Ha'erbin 150080, China );STUDY ON SEISMIC RESPONSE CONTROL FOR A LONG-SPAN FLOATING CABLE-STAYED BRIDGE[J];Journal of Vibration and Shock;2007-03
5 JIAO Chi-yu1,2,LI Jian-zhong2,PENG Tian-bo2(1.College of Civil Engineering and Traffic Engineering,Beijing University of Civil Engineering and Architecture,Beijing100044,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai200092,China);Effects of different connecting styles between towers and deck on seismic responses of a long-span cable-stayed bridge[J];Journal of Vibration and Shock;2009-10
6 FANG Yuan1,LI Jian-zhong1,PENG Tian-bo1,DENG Yu-lin2(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.High-Class Highway Administration Bureau of Jiangxi Province,Nanchang 330046,China);Influence of travelling-wave effect on seismic response of a long-span multi-tower cable stayed bridge[J];Journal of Vibration and Shock;2010-10
7 ZHANG Wen-xue,WANG Jing-jing,BAO Yan(College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China);Earthquake impact influence factors for a cable-stayed bridge and its approach bridge[J];Journal of Vibration and Shock;2012-23
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LIANG Xin1,2,WANG Chong2(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.Department of Civil Engineering,Guangxi University of Technology,Liuzhou 545006,China);Aseismic behavior assessment on framing cable-stayed bridge with linked tower[J];Sichuan Building Science;2011-03
2 LIANG Wan-shun1,LIANG Yong-feng2)(1.Beijing Institute of Nuclear Engineering,Beijing 100840 China;2.Bureau of Bozhou House Property,Bozhou 236800 China);Vibration optimal control analysis of long-span cable-stayed bridge based on SMA damper[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-01
3 YANG Chuan-yong(Anhui Communications Consulting & Design Institute,Hefei 230041);The Analysis of Guidelines for Seismic Design of Highway Bridges[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-03
4 ZHANG Fei1,ZHANG Hu2,YU Ya-jun1,XU Beng1(1 School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.The Fourth Engineering CO.,LTD.of CTCE Group,Hefei 230022,China);Analysis of seismic response control for long-span and arch-tower cable-stayed bridges[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-01
5 ZHANG Jin-song1,CHEN Liang2(1.Department of civil engineering,Anhui communications vocational and technical college,Hefei,Anhui 230051; 2.School of civil engineering,Hefei university of technology,Hefei,Anhui 230009);Effects of the response spectra of earthquake ground motions on the seismic response of the long-span bridge structures[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-06
6 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
7 HUANG Yu et al [;Investigation on Calculation Method for Seismic Response of Effective Stress in Pile-soil System[J];Underground Space;2000-03
8 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
9 <author>NG Li,YAN Wei.ruing,YAN Gui—ping (Beijing Laboratory of Earthguake Engineening and Structaral Retrofit, Beijing University of Technology,Beijing 100022,China; College of Civil Engineering,Northern Jiaotong University,Beijing 100044,China);<title>fect of the LRB Parameters on the Dynamic Response of Isolated Bridges[J];Journal of Beijing Polytechnic University;2004-03
10 QI Lu-kuan~1 SONG Yu-liang~1 WANG Jun-jie~2 LI Lin~1 (1.College of Arehiteeture and Civil Engineering,Beijing University of Teehnotogy,Beijing 100022,China;2.The Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Dynamic Characteristics of Self-anchored Suspension Bridge and Damped Effect[J];Journal of Beijing University of Technology;2008-09
China Proceedings of conference Full-text Database 10 Hits
1 YAN Bin,FENG Yuncheng (CCCC First Highway Consultants Co LTD,Xi’an 710075,Shaanxi,China);Influence of Tie Beam of Pier to Seismic Performance of Bridges in High Earthquake Intensity Regions[A];[C];2009
2 Li Jing, Liu Yongjian ( Highway collage, Chang’an University, Xi’an, 710064 );The Technology of Controlling for Construction of Steel Box Girder Self-anchored Suspension Bridge[A];[C];2006
3 SUN Ying ZHUO Wei-dong (College of Civil Engineering,Fuzhou University,Fuzhou 350002);Seismic Response analysis of concrete cable-stayed bridge with single pylon and fixed pier-tower-beam system[A];[C];2007
4 ~*DU Jin-sheng,ZHENG Hai (School of Civil Engineering,Beijing Jiao Tong University,Beijing 100044,China);INTERNAL FORCE AND DISPLACEMENT ANALYSIS OF A MULTI-SPAN CONTINUOUS RIGID FRAME BRIDGE UNDER TRAVELING WAVE EFFECT[A];[C];2011
5 CHEN Yong-jian1,ZHANG Chao1,XU li1,FANG Zhen-zheng1,YE Jian-bo2(1.College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China;2.Fuzhou Planning Design and Research Institute,Fuzhou,Fujian 350003,China);DYNAMIC CHARACTERISTICS ANALYSIS ON LONG-SPAN CABLE-STAYED BRIDGE IN CONSIDERING SOIL-PILE INTERACTION[A];[C];2012
6 Sun Ying Zhuo weidong Fang zhenzheng (College of Civil Engineering,Fuzhou University,Fuzhou Fujian 350002);Literature Review of Seismic Study for Curved Girder Highway Bridges[A];[C];2009
7 Zhang Chao Fang Zhenzheng (College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350002,China);Dynamic Performance Analysis of Self-Anchored Suspension Bridge with Single Tower[A];[C];2009
8 XIE Xin,SHEN Huo-ming (Dept.of Appl.Mechanics and Eng.,Southwest Jiaotong Univ.,Chengdu 610031,China);The Seismic Response Analysis of Long Span CFST Arch Bridge[A];[C];2008
9 ZUO Zi-gui,GAO Fang-qing (School of Mechanics and Eng.,Southwest Jiaotong Univ.,Chengdu 610031,China);Seismic Response Analysis of Small Radius Curved Girder Bridge[A];[C];2010
10 HUANG Guang-qing HUANG Fu-wei LIU Huai-lin (Chongqing Com■unications Research & Design Institute, Structural Dynamics Research Center, Chongqing 400067, China);Analyses of dynamic characteristics of half-through CFST arch bridges[A];[C];2003
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Dong-sheng, FENG Qi-min, LIN Xian-zhang, ZHAI Tong (Institute of Engineering Mechanics. Harbin 150080. China; Qingdao University of Ocean. Qingdao 266071, China; Harbin Institute of Technology. Harbin 150090. China);State-of-the-art of nonlinear seismic response analysis of RC bridge[J];Earthquake Engineering and Engineering Vibration;2002-01
2 WANG Dong-sheng1 , FENG Qi-min2 , WANG Guo-xin1 (1. State Key Laboratory of Coastal and Offshore Engineering, Dlian University of Technology, Dalian 116024, China; 2. Ocean University of China, Qingdao 266071, China);ANALYSIS MODEL OF POUNDING BETWEEN ADJACENT BRIDGE GIRDERS DURING EARTHQUAKES BASED ON COLLINEAR IMPACT BETWEEN RODS[J];Engineering Mechanics;2004-02
3 WANG Dong-sheng1 , WANG Guo-xin1 , FENG Qi-min2 (1. State Key Laboratory of Coastal and Offshore Engineering, Dlian University of Technology, Dalian 116024, China; 2. Ocean University of China, Qingdao, 266071, China);EQUIVALENT RIGID-BODY COMPACT MODEL OF POUNDING BETWEEN ADJACENT BRIDGE GIRDERS DURING EARTHQUAKES[J];Engineering Mechanics;2004-04
4 YE Ai-jun, HU Shi-de, FAN Li-chu (Department of Bridge Engineering, Tongji University, Shanghai 200092, China);Research on Aseismatic Structural System of Cable-stayed Bridge[J];Bridge Construction;2002-04
5 WANG Cheng-bo~1, SHI Zhi-li~(1,2), LI Zhong-xian~1 (1.School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2.Tianjin Municipal Engineering Design Institute, Tianjin 300051, China);MR Damper Semi-Active Control of Seismic Responses of Long-Span Cable-Stayed Bridges[J];Journal of Tianjin University;2005-02
6 Xiang Haifan;Earthquake Response Analysis of Cable-Stayed Bridges Under the Action of Travelling Waves[J];Journal of Tongji University;1983-02
7 XU Li-ping(Institute of Architectural Design and Research,Tongji University,Shanghai 200092,China);Structural System Analysis for Super-long Span Cable-statyed Bridges[J];Journal of Tongji University;2003-04
8 LI Yuchun (Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China);Wind Damage Mechanism Analysis of a Double-Cantilever Aqueduct Bridge[J];Journal of Tongji University(Natural Science);2008-11
9 Wu Liangming;Xiao Qingyu China Academy of Railway Sciences;NEW CONSTRUCTION METHOD OF INTEGRAL HOISTING A CABLE-STAYED CONCRETE AQUEDUCT BRIDGE WITH A MAIN SPAN OF 126 METERS[J];China Civil Engineering Journal;1989-01
10 Chen Youping Zhou ( China Academy of Railway Sciences );SEISMIC BEHAVIOR OF GABLE-STAYED BRIDGES UNDER TRAVELLING WAVE EXCITATION[J];China Civil Engineering Journal;1996-06
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