Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Highway and Transportation Research and Development》 2007-04
Add to Favorite Get Latest Update

Analysis of Dynamic Characteristics of Collaborated System with Long-span Cable-stayed Bridge and T-shape Rigid Structure

YU Bao-chu1,ZHANG Zhe2,ZHU Wei-zhi2,LI Fei-ran2 (1.School of Civil Engineering,Dalian Fishersies University,Liaoning Dalian 116023,China; 2.Institute of Bridge Engineering,Dalian University of Technology ,Liaoning Dalian 116023,China)  
Dynamic characteristics of collaborated system mainly include natural vibration frequency and principal mode,which is the base and precondition of dynamic analysis for collaborated system.Jinma bridge,a unique super-cooperature system structure,is taken as an example,dynamic characteristics analysis and the first 20 oder frequencies and corresponding vibration modes are given by using space finite element model,at the same time,different structural system and the effects of varieties of structural parameters on dynamic characteristics of collaborated system are calculated.Detailed effects of the impact factors are discussed which provide theoretical basis for natural vibration analysis and earthquake-resistant design of collaborated system.
【CateGory Index】: U448.27
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 2 Hits
1 FENG Dong-ming1,LI Ai-qun1,LI Jian-hui1,YANG Guang2(1.School of Civil Engineering,Key Laboratory for Concrete & Prestressed Concrete Structures of Education Ministry,Southeast University,Nanjing 210096,Jiangsu,China; 2.The 4~(th) Survey & Design Institute of China Railways,Wuhan 430063,Hubei,China);Research on Dynamic Behavior and Parameter Influence of Single Pylon Cable-Stayed and Continuous Rigid-Frame Composite Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2010-03
2 ZHONG Yi-feng1,HU Xiao-lun2,XU Hong-bin1,BAO Xiu-rui1(1.School of Civil Engineering,Chongqing University,Chongqing 400045,China;2.School of Transportation,Southeast University,Nanjing Jiangsu 210096,China);Mode Shape Analysis and Identification of Long-span Cable-stayed Bridge Based on the Method of Computing the Proportion of Kinetic Energy in Each Mode Shape[J];Journal of Highway and Transportation Research and Development;2008-09
Chinese Journal Full-text Database 2 Hits
1 ZHANG Zhe(School of Civil Eng. and Archit., Dalian Univ. of Technol., Dalian 116024, China );Design practice and theoretical exploration of Jinma Bridge[J];JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY;1999-02
2 Chen Huai (Department of Civil Engineering, Zhengzhou Unirersity of Technology, Zhengzhou, 450002, P. R. China)Guo Xiangrong, Zeng Qingyuan (Department of Civil Engineering, Changsha Railway Institute, Changsha, 410075, P. R. China);Dynamic characteristics analysis of long span cable stayed bridges[J];CHINESE JOURNAL OF COMPUTATIONAL MECHANICS;1997-01
Chinese Journal Full-text Database 10 Hits
1 ZHANG Zhe,WAN Qi-bai,SHI Lei School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116023,P. R. China;Development of cooperative system bridges[J];重庆大学学报(英文版);2008-03
2 Liu Jinping,Shu Chunsheng;Analysis on Influence of Structure Parameters of Cable-stayed and Suspension Composite Bridge on Self-vibration Characteristics[J];Urban Roads Bridges & Flood Control;2009-06
3 YU Bao-chu1,2,ZHANG Zhe1,LIU Chun-cheng1,ZHU Wei-zhi1 (1.Inst.of Bridge Eng.,Dalian Univ.of Technol.,Dalian 116024,China;2.School of Civil Eng.,Dalian Fisheries Univ.,Dalian 116023,China);Theoretical study of vertical free vibration of collaborated system cable-stayed bridge[J];Journal of Dalian University of Technology;2007-02
4 Sun Zhenghua1 Li Zhaoxia2 Chan Hungtin Tommy3(1Jiangsu Institute of Building Science,Nanjing 210008,China)(2School of Civil Engineering,Southeast University,Nanjing 210096,China)(3School of Urban Development,Faculty of Built Environment and Engineering,Queensland University of Technology,Queensland Q4001,Australia);Updating and verification for multi-scale finite element model of structure behavior[J];Journal of Southeast University(Natural Science Edition);2009-01
5 GU Xi ,YU Bao-chu,LI Jin-zhao;Theoretical Study on Dynamic Characteristics Analysis of Combined System of T-shape Steel Structure and Cable Stayed Bridge[J];Construction & Design for Project;2008-10
6 SHI Lei,MIAO Feng,ZHANG Zhe(School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116023,China);Nonlinear Random Static Analysis of Cable-Stayed and T-Framed Bridge[J];Highway;2010-11
7 YU Bao-chu,ZHANG Zhe,ZHANG Hong-jin(Institute of Bridge Engineering Dalian University of Technology,LiaoningDalian,116023,China);Design Tech and Research Analysis on Straight Prestress Strengthening of Main Tower of Jin Ma Bridge[J];Journal of Highway and Transportation Research and Development;2005-05
8 YU Bao-chu,ZHANG Zhe,ZHANG Hong-jin(Institute of Bridge Engineering,Dalian University of Technology,Liaoning Dalian 116024,China);Prestressed Construction Technology and Stress Analysis of Diaphragm in Jinma Bridge[J];Journal of Highway and Transportation Research and Development;2006-01
9 SUN Jin(Henan Provincial Communication Planning Survey & Design Institute Co.,Ltd.,Zhengzhou 450052,China);Dynamic Behavior Analysis of No Back-stays Corrugated Steel Webs Partially Cable-stayed Bridges[J];Journal of North China Institute of Water Conservancy and Hydroelectric Power;2011-02
10 WANG Yong\|yan,\ \ TAI Ying\|lou,\ \ SUN Qi\|han (Liaoning Technical University, Fuxin 123000, China);Study on the dynamic simulation of the large linear vibration mesh[J];Chinese Journal of Computational Mechanics;2001-01
Chinese Journal Full-text Database 10 Hits
1 WANG Xin-zhong1,2,ZHOU Shui-xing2,LIU Qi2(1.Hunan City University,Hunan Yiyang 413000,China;2.Chongqing Jiaotong University,Chongqing 400074,China);Dynamic Characteristic Analysis of Single-column Pylon of Single-Cable-plane Cable-stayed Bridge[J];Journal of Chongqing Jiaotong University;2007-03
2 PENG Kai1,2,LI Jian-zhong1,ZHU Yu3,PENG Tian-bo1(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;3.Anhui Communications Consulting & Design Institute,Anhui Hefei 230031,China);Shaking Table Tests on a Single-Column-Bent Double-Deck Viaduct-Ⅰ Pier Model:Structural Dynamic Properties[J];Journal of Chongqing Jiaotong University(Natural Science);2009-02
3 Sun Zhenghua,Li Zhaoxia(Civil Engineering College,Southeast University,Nanjing 210096,China);Finite element modeling and modal analysis of Runyang Cable-stayed Bridge[J];Earthquake Engineering and Engineering Vibration;2006-02
4 Li Jianhui1 Li Aiqun1 Luo Shidong2 Liu Zhengbiao2(1Key Laboratory for Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China)(2The 4th Survey and Design Institute of China Railways,Wuhan 430063,China);3-Dimensional finite element analysis of Xijian River Bridge on Guangzhou-Zhuhai intercity rapid rail transit[J];Journal of Southeast University(Natural Science Edition);2009-01
5 WANG Zhi-gang , SUN Bing-nan (Dept. of Civil Engineering, Zhejiang University, Hangzhou 310027);CABLE VIBRATION FOR CABLE STAYED BRIDGE BY PARAMETRIC RESPONSE[J];Engineering Mechanics;2001-01
6 LUO Shi-dong,LIU Zhen-biao,CHEN Yong,YANG Guang(The 4th Survey and Design Institute of China Railways,Wuhan 430063,China);Conceptual Design and Research of Main Bridge of Xijiang River Bridge on Guangzhou-Zhuhai Intercity Rapid Rail Transit[J];Bridge Construction;2006-S2
7 Li Shiguang, Yan ZhihuaAurhor’s address The 3 rd Railway Survey And Design Ins titute, Tianjin 300142;Dynamic Analysis of Partial Cable-stayed Bridges[J];Railway Standard Design;2005-02
8 Kang Zhan Zhong Wanxie(Dalian University of Science and Technology);NUMERICAL STUDY ON PARAMETRIC RESONANCE OF CABLE IN CABLE STAYED BRIDGE[J];China Civil Engineering Journal;1998-04
9 Wang Zhigang Sun Bingnan (Zhejiang University);PARAMETRIC VIBRATION OF THE CABLE IN CABLE-STAYED BRIDGE[J];;2002-05
10 Chen Shuisheng (Zhejiang University,East China Jiaotong Univestiy) Sun Bingnan (Zhejang University);NUMERICAL STUDY ON NONLINEAR PARAMETRIC VIBRATIONOF COUPLED CABLES AND BRIDGE DECKS[J];China Civil Engineering Journal;2003-04
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 CHEN Shi-jiao,XUE Zhi-wu,DU Bo(School of Mechanical Engineering,Chongqing University,Chongqing 400045,China);Finite Element Analysis of Main Tower Steel Anchor Beams of Zhangzhou Xiamen-cross-sea Bridge(Based on ANSYS)[J];Journal of Chongqing Jiaotong University(Natural Science);2011-03
2 LIU Shi'an,ZHANG Yongxing,CHEN Jiangong (School of Civil Engineering,Chongqing University,Chongqing 400045,China);Experimental Study on Modal Analysis of Cantilever Retaining Wall System[J];Journal of Highway and Transportation Research and Development;2009-07
3 YIN Bangwu,MIAO Yongkang,GUO Xiangrong(School of Civil Engineering,Central South University,Changsha 410075,China);The vehicle-bridge coupling dynamic analysis of cable-stayed and continuous rigid-frame composite beam bridge[J];Journal of Railway Science and Engineering;2013-02
4 Zhang Yongqing;Yin Xiang;Peng Song;;Study on Load Experiment of Double-pylon Stayed Cable and Continuous Rigid Frame Composite Bridge[J];Urban Roads Bridges & Flood Control;2015-06
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Ma Jing(Qingyuan Highway Administation,Guangdong Province);Wind-Resistance Stability of Single-Plane Cable-Stayed Bridges[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1995-04
2 Chen Huai;Zeng Qingyuan Civil Engineering Department;Analysis of Vibration Characteristics of Larger Steel Truss Bridge[J];;1990-04
3 FANG Shu jun,DAI Gong lian,DI Jinn (Civil Architectural Engineerin college, Central South University, Changsha 410075, China);Test Research of Spear Lag Effect of Beam Plated Construction under Axial Force and Moment[J];Journal of Changsha Railway University;2001-03
4 Lin Jiahao (Dalian Institute of Technology);A DETERMINISTIC METHOD FOR THE COMPUTATION OF STOCHASTIC EARTHQUAKE RESPONSE[J];Earthquake Engineering and Engineering Vibration;1985-01
5 ZHANG Zhe(School of Civil Eng. and Archit., Dalian Univ. of Technol., Dalian 116024, China );Design practice and theoretical exploration of Jinma Bridge[J];JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY;1999-02
6 SHANGGUAN Ping, FANG Zheng-zhen, ZHUO Wei-dong (College of Civil and Architectural Engineering,Fuzhou University,Fujian Fuzhou 350002,China);Analysis of Structural Performance of Cable-Stayed Bridge Consolidated with Tower,Girder and Pier[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1999-03
8 DENG Xin an (Huazhong University of Science & Technology,Wuhan 430072,China);Construction Control of Cable Stayed Bridges[J];China Harbour Engineering;2001-05
9 ZHANG Zhe,DU Peng juan,HUANG Cai liang (Bridge institute., Dalian Univ. of Technol., Dalian 116024, China);Effection of Construction Program to Transverse Beam in Cable-Stayed Bridge with Side Main Beam as Section Form[J];Highway;2002-04
10 SHAN Cheng lin (College of Communications, South China University of Technology, Guangzhou 510640, China);Reinforcement of T-Shaped Rigid-Frame Bridges[J];Highway;2002-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved