Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Urban Roads Bridges & Flood Control》 2012-05
Add to Favorite Get Latest Update

Discussion on Nonlinear Earthquake Reaction Response Rule of Long-span Suspension Bridge

Li Shuojiao,Yin Yumei,Zhang Lei,Nie Liying  
Taking the simple-supported single-span system of Runyang Suspension Bridge and the double-pylon double-span system of Zhoushan Xihoumen Bridge as the engineering background, the article sets up the nonlinear dynamic analysis finite element model. Taking the response of the main cable and the main pylon of the main bearing members of the suspension bridge as the studying object, the article selects 31 earthquake waves in four kinds of field to implement the nonlinear earthquake reaction analysis on the different suspension bridges. The analysis shows that the displacement curves and the bending moment responses of suspension bridge pylon are good consistent under the different earthquake actions, and are not related to the suspension bridge type and the earthquake magnitude, the long-period component in the earthquake wave has the important influence on the structural response of the suspension bridge with the long-period characteristic, and the dynamic-load axial force of the main cable has one order of magnitude less than its constant-load axial force which can be neglected in the simplified model of structure.
【CateGory Index】: U448.25
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 2 Hits
1 Xie Lili, Zhou Yongnian, Hu Chcngxiang, Yu Haiying (Institute of Engineering Mechanics, State Seismological Bureau);CHARACTERISTICS OF RESPONSE SPECTRA OF LONGPERIOD EARTHQUAKE GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1990-01
2 NIE Li ying, YE Ai jun, HU Shi de (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Effects of Higher Modes of Vibration on Seismic Response of Suspension Bridges[J];Journal of Tongji University;2001-01
【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 HE Wen-fu HUO Da College of Civil and Architecture Eng.,Beijing University of Technology,Beijing,100022 LIU Wen-guang School of Civil Eng.,Guangzhou University,Guangzhou 510405 LI Jie Inner Mongolia Technical College of Construction,Hohhot,01007 FENG De-min Fujita Corp.,Atsugi,214-0011,Japan;Study on Long Period Portion of Acceleration Design Spectra[J];Journal of Beijing University of Technology;2008-04
China Proceedings of conference Full-text Database 10 Hits
1 Zhang Chao,Fang Zhenzheng (College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China);Dynamic Characteristics Analysis of Three-tower Self-anchored Suspension Bridge[A];[C];2011
2 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
3 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
4 Long Xiaohong Li Li (1.School of Civil Engineering & Mechanics,Huazhong University of Sci.& Tech.,Hubei key Laboratory of Control Structure,Huazhong University of Sci.& Tech,Wuhan 430074);Seismic isolation capability analysis of continuous girder bridge subjected to different earthquake ground motions input[A];[C];2007
5 ~*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
6 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
7 Chen Baochun Yu Jian Wu Qingxiong (College of Civil Engineering,Fuzhou University,Fuzhou 350108);Seismic response analysis of Reactive Powder Concrete(RPC) arch bridge[A];[C];2009
8 Wei Jiangang Miao Feng Chen Baochun Wu Qingxiong (College of Civil Engineering,Fuzhou University,Fuzhou Fujian 350108,China);Seismic response analysis of concrete arch bridge with steel truss webs[A];[C];2009
9 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
10 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
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 QIN Quan, LUO Ying, SUN Hao Department of Civil Engineering, Tsinghua University, Beijing 100084, China;Seismic design of suspension bridge superstructures[J];JOURNAL OF TSINGHUA UNIVERSITY(SCIENCE AND TECHNOLOGY);1998-12
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved