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《ENGINEERING MECHANICS》 1999-03
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CATENARY ELEMENT APPROACH FOR CABLE STRUCTURE VIBRATION ANALYSIS

XIANG Jin-wu;LUO Shao-xiang; CHEN Hong-tian (Beijing University of Aeronautics & Asbonautics, Beding 100083,The Hongkong Polytechnic University)  
The accurate modeling of cable behavior is of vital importance in the analysis anddesign of cable-supported stFUctures. In this paper, an itCfative approach of forming the cableelement stiffness matrix from the basic catenny relationships was introduced. Meanwhile, anefficient iterative scheme that calculates the elemental free length based on a linear searchalgorithm was also proposed for a cable element with given tension, which allows efficientcalculation of cable StrUc'tUres with different initial conditions. The vibration equations for smalloscillation about nonlinear equilibrium were derived. One application to the famous Tsing Malong span cable suspended bridge was presented, in which the free vibration analyses of both thelocal cable and the whole tower-cable system as a cable-beam compounded structUre werecarried out and compared with the in situ measurement.
【CateGory Index】: TU311
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【References】
Chinese Journal Full-text Database 10 Hits
1 NIE Jian-guo1 , CHEN Bi-lei1 , XIAO Jian-chun2 (1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Guizhou University of Technology, Guiyang 550003, China);ANALYSIS OF THE UNSTRESSED LENGTH OF CATENARY WITH KNOWN STRESSED LENGTH OR END TENSION FORCE[J];Engineering Mechanics;2003-06
2 ZHOU Chao-zhou~1,CAI Deng-shan~2,LU Xiao-wu~3,MA Sen~4(1.Section of Construction and Design Undertakings,China Zhongtie Major Bridge Engineering,Inc.,Wuhan 430050,China;2.Bridge Science Research Institute Ltd.,China Zhongtie Major Bridge Engineering Group,Wuhan 430034,China;3.Section of Engineering,Department of Communications,Henan Province,Zhengzhou 450052,China;4.Liaoning Provinical Communication Survey and Design Institute,Shenyang 110000,China);Stability Analysis of Cable-Stayed Bridge[J];World Bridges;2006-04
3 LI Tong-yong,CHEN Ai-jun,YI Xiao-chun(Nanjing University of Technology,Nanjing 210094,China);Numerical Analysis and Research of Hydraulic Torque Wrench with Three-dimensional Contact Problem[J];Machine Tool & Hydraulics;2004-02
4 CHEN Shui-fu~*,LI Chang-hong(Department of Civil Engineering,Zhejiang University,Hangzhou 310027,China);A finite-volume method for large deflection wind-excited response analysis of suspended cables[J];Chinese Journal of Computational Mechanics;2006-04
5 LI Tong-yong 1 ,JIANG Hua-bao 2 ,YIN Xiao-chun 1 (1.Applied Mechanics and Engineering Department of Nanjing University of Science and Technology,Nanjing210094,China;2.Maanshan Dahua Mechanical Manufacturing Co.,LTD.,Maanshan243001,China);Numerical Analysis of the Complicated3D Problem of Hydraulic Torque Wrench[J];Mechanical Engineer;2003-04
6 LI Tong yong, YIN Xiao chun (Department of Mechanics & Engineering Science, Nanjing University of Science & Technology, Nanjing 210094, China);Optimization design of hydraulic wrench based on 3D nonlinear finite element[J];Journal of Machine Design;2003-11
7 LI Tong-yong, YI Xiao-chun (Nanjing University of Science and Technology,Jiangsu Nanjing,210094,China);FEA of the 3D Contact Model for Hydraulic Torque Wrench[J];;2003-06
8 TANG Rong-wei,SHEN Zu-yan, ZHAO Xian-zhong, SU Ci (Department of Civil Engineering,Tongji University, Shanghai 200092, China);An approach to get the accurate original length of prestressed cable[J];Spatial Structures;2004-04
9 WU Xiao-shun~1,LUO Ting~2,DENG Hua~1(1.Space Structures Research Center,Zhejiang University,Hangzhou 310027,China)(2.Yuyao Institute of Irrigation & Electric Design and Survey,Yuyao 315400,China);Compatible equation and chord-direction stiffness expression of catenary cable element[J];Spatial Structures;2006-04
10 Wang Feng Liu Muyu(Hubei Key Laboratory of Roadway Bridge and Structure Engineering,WuhanUniversity of Technology,Wuhan 430070,China);An accurate method for determining unstressed cable length in long span cable stayed bridge[J];Journal of Huazhong University of Science and Technology(Natural Science Edition);2010-07
China Proceedings of conference Full-text Database 1 Hits
1 Duan Yong-hong,Wang Jing-jing,Zhang Xin-hua (Engineering Mechanics Department,Xi’an Jiaotong University,Xi’an 710049 ,China);A progressive approximation method for initial states of high voltage transmission lines[A];[C];2009
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 CHEN Dong,ZHU Ci mian (School of Civil Engineering,Tongji University,Shanghai 200092,China);Feasibility of finite element methods for the analysis of geometrically nonlinear trusses[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-03
2 ZHANG Li xin 1,WANG Jian hua 2 (1.Civil Engineering School of Tongji University,Shanghai 200092,China; 2.Qingdao Haier Construction & Supervision Co.,Qingdao 266000,China);Catenary cable element method for prestressed cable structures[J];Building Science Research of Sichuan;2001-04
3 LIMing(Tongji University,Shanghai200092,China);The stiffness matrix and internal force of spatial cable element[J];Building Science Research of Sichuan;2003-02
4 LI Yang,GAO Ri,YAN Jingtong(Northern Jiaotong University,Beijing100044,China);The influence of form-finding for cable net structures by self-weight[J];Building Science Research of Sichuan;2003-02
5 YU Zhi-xiang~(1,2),CAI Hong-ru~1 (1.Southwest Jiaotong University,Chengdu610031,China; 2.Sichuan Meibang Cable-membrane Structure Co.,LTD,Chengdu610031,China);The parameters analysis and form-finding of cable-nets structure[J];Building Science Research of Sichuan;2004-02
6 CAI Hong-ru~1,LIN Hong-tu~2 (1.Southwest Jiaotong University,Chengdu610031,China; 2.Panzhihua University,Panzhihua617000,China);The application of auto-selecting parameters dynamic relaxation method in cable-nets structure[J];Building Science Research of Sichuan;2004-02
7 CHENG Ci~1,DENG Fang~1,GU Lei~2(1.Chongqing University Architectural Design & Research Institute,Chongqing 400045,China;2.China State Construction International(Shenzhen) Design Consultant Co.,Ltd.,Shenzhen 518033,China);A brief introduction for tension structures[J];Building Science Research of Sichuan;2005-05
8 Zhu Zhaoqing (Anhui Architectural Design and Research Institute, Hefei 230001, China);Application and Development of Long-Span Suspended-Cable Structure[J];Anhui Architecture;2008-02
9 WANG Ji_sheng, YANG Qing_shan(School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);Calculation on Added Mass of Structures in Fluid Environments[J];Journal of Northern Jiaotong University;2003-01
10 Wang Qiming (Dept. of Architecture, Beijing 100044);The Art of Chinese Ancient Bridges[J];JOURNAL OF BEIJING INSTITUTE OF CIVIL ENGINEERING AND ARCHITECTURE;2000-01
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 CHEN Ai-jun a,LI Xiang-dong b(a.School of Science;b.School of Mechanical Engineering,Nanjing University of Science and Technology,Nanjing 210094,China);Numerical analysis and research of strength in connecting thread when unguided rocket launching[J];Journal of Ship Mechanics;2006-04
2 Liu Dayong, Wu Jiqin;Dropper Length Calculation Method Discussion Based on Shape of Cable-net[J];Electric Railway;2008-04
3 FENG Su-li, WANG Guo-qiang, DU Wen-jing, GE Shu-wen (Intitute of Mechanical Science and Engineering,Jilin University,Changchun, 130025,China; Volvo Construction Equipment (China) Co. , Ltd. ,Shanghai 200002,China; FAW Car Co. , Ltd. ,Changchun 130011,China);Computer simulation and test of operator guards of hydraulic excavators[J];Chinese Journal of Construction Machinery;2006-01
4 CHEN Chang-song1,2, YAN Dong-huang1, CHEN Zheng-qing2 (1. School of Bridge and Structure Engineering, Changsha University of Sic. and Tech., Changsha, Hunan 410076, China 2. Civil and Architectural Engineering College, Central South University, Changsha, Hunan 410075, China);NONLINEAR ANALYSIS OF TWO -NODE ACCURATE CATENARY CABLE ELEMENT WITH ARBITRARY RIGID ARMS[J];Engineering Mechanics;2007-05
5 HUANG Yan 1, LAN Wei-ren 2 (1.College of Aerospace and Material Engineering, National University of Defense Technology, Changsha 410073, China 2. Head General Staff Meteorological and Hydrological Center, Beijing 100081, China);NONLINEAR DEFORMATION ANALYSIS OF FLEXIBLE TRANSMISSION LINE WITH HIGH VOLTAGE[J];Engineering Mechanics;2007-06
6 ZHAO Chang jun 1, HUANG Hong du 2, XU Xing 3 (1.Zhejiang Provincial Communications Department, Hangzhou 310007, China; 2. Zhejiang Provincial Communication Investment Group, Huangzhou 310007,China; 3.Zhejiang University, Hangzhou 310027, China);Static Optimum Study of Long Span Cable-Truss Bridges[J];Highway;2003-04
7 WANG Qian1,WANG Chun-sheng1,YU Xin1, ZHANG Zi-hua2,REN Teng-xian1,XU Yue1(1.Key Laboratory for Bridge and Tunnel Engineering of Shaanxi Province,Chang'an University,Xi'an 710064,China;2.Highway Scientific Research Institute of Ministry of Communications,Beijing 100088,China);Research on Structure Design of Steel Bridge Towers[J];Highway;2008-05
8 YAN Wei1,HUANG Yan2(1.The Department of Computer Science and Technology,Changsha University,Changsha 410003,China;2.College of Astronautics and Material Engineering,National University of Defense Technology,Changsha 410073,China);Analysis of the unstressed length of catenary with known stressed length or end tension force[J];Journal of Transport Science and Engineering;2009-03
9 YAO Chen-guo1,MAO Feng1,XU Dao-lin2,LIU Xiao-quan2,ZHOU Ze-hong2,CUI Yu-jia2(1.State Key Laboratory of Power Transmission Equipment & System Security and New Technology,Chongqing University,Chongqing 400030,China;2.Construction Department,Chongqing Electric Power Corporation,Chongqing 400014,China);Prediction Method for Accidents of Ice Covered Tower-line System Using the Mechanical Feature of Key Components[J];High Voltage Engineering;2011-02
10 WU Lin-feng~(1,2),YIN Xiao-chun~2(1.North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China;2.Applied Mechanics and Engineering Department,Nanjing University of Science and Technology,Nanjing 210094,China);Numerical Analysis of the Complicated 3-D Non-linear Problem of Converter Loop[J];Journal of North China Institute of Water Conservancy and Hydroelectric Power;2006-03
China Proceedings of conference Full-text Database 2 Hits
1 SHI Zhuo Luo Xiao-nan Ye Mcng(Computer Application Institute,Sun yat-sen University,Guangzhou 510275)(Key Laboratory of Digital Life(Sun Yat-sen University),Ministry of Education,Guangzhou 510275);Subdivision Modeling Method in Shells Design of Architecutre[A];[C];2008
2 Duan Yong-hong,Wang Jing-jing,Zhang Xin-hua (Engineering Mechanics Department,Xi’an Jiaotong University,Xi’an 710049 ,China);A progressive approximation method for initial states of high voltage transmission lines[A];[C];2009
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