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《ENGINEERING MECHANICS》 1999-01
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FEM WITH SPLINE FUNCTION FOR NONLINEAR ANALYSIS OF CONTINUOUS LONG CABLES

ZHANG Qi-lin; ZHANG li; ZHOU Dai; U. Peil( Tongji University, Shanghai, P, R. Chin4 Shanghai 200092, T U. Braunschweig Germany)  
In this paper the reflection relationships between the local and global co-ordinatesystems of 3D cables were established. The third order B spline function was adopted toconstitute the isoparametric FE model of cables. An assumed initial stress technique wasdeveloped to overcome the difficulties in finding initial equilibrium state of cables. The nonlinearproblems of taut and slack continuous cables and cable systems can be satisfactorily solved.
【Fund】: 国家自然科学基金青年基金
【CateGory Index】: O34
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【References】
Chinese Journal Full-text Database 9 Hits
1 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
2 JIANG Hua~1,QIU Chengjin~2(1.Water Conservancy Planning & Designing Institute of Nanchang,Nanchang 330009,China;2.Kaixiya Feixiang Estate.Co.Ltd.,Wuhan 430074,China);Numerical models and comparison of cable element in cable structure[J];Sichuan Building Science;2006-05
3 ZHOU Huanting~1 ZHENG Daguo~2 ZHU Baobing~1 (1.Tongji University,Shanghai 200092;2.Guangzhou Fenshen Logistics Co.Ltd,Guangzhou 510800);Numerical Models and Comparison of Cable Elements in Cable Structures[J];Structural Engineers;2006-01
4 CUI Xiaoqiang, GUO Yanlin(Civil Engineering Department of Tsinghua University, Beijing 100084,China);Elastic ultimate capacity of Kiewitt suspen dome[J];Journal of Building Structures;2003-01
5 ZHANG Li xin, SHEN Zu yan (College of Civil Engineering, Tongji University, Shanghai 200092, China) [;NUMERICAL MODELS FOR CABLE ELEMENT IN PRESTRESSED CABLE STRUCTURES[J];SPATIAL STRUCTURES;2000-02
6 CUI Xiao qiang 1, GUO Yan lin 1, ZHU Zhong yi 2 (1. Tsinghua University, Beijing 100084, China; 2.Beijing Architectural Design and Research Insitute. Beijing 100045, China)[;DOME STRUCTURE SYSTEM[J];Spatial Structures;2001-01
7 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
8 NIE Jianguo CHEN Bilei XIAO Jianchun (Department of Civil Engineering , Tsinghua University , Beijing 100084, China);AN IMPROVED ALGORITHM FOR CATENARY CABLE ELEMENT[J];Mechanics and Engineering;2003-04
9 (College of Civil Engineering,Tongji University,Shanghai 200092);索结构分析中的索单元力学模型[J];Special Structures;2006-03
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Zhang Qilin (Tongji University);A CABLE ELEMNT THEORY FOR NONLINEAR ANALYSIS OF PRESTRESSED STRUCTURES[J];Engineering Mechanics;1993-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 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
2 JIANG Hua~1,QIU Chengjin~2(1.Water Conservancy Planning & Designing Institute of Nanchang,Nanchang 330009,China;2.Kaixiya Feixiang Estate.Co.Ltd.,Wuhan 430074,China);Numerical models and comparison of cable element in cable structure[J];Sichuan Building Science;2006-05
3 YUAN Xing-fei; DONG Shi-lin (Dept of Civil Engineering, Zhejiang University, drigzhou 310027);A TWO-NODE CURVED CABLE ELEMENT FOR NONLINEAR ANALYSIS[J];Engineering Mechanics;1999-04
4 YANG Meng-gang , CHEN Zheng-qing (Civil Architectural Engineering College, Central South University, Changsha 410075, China);NONLINEAR ANALYSIS OF CABLE STRUCTURES USING A TWO-NODE CURVED CABLE ELEMENT OF HIGH PRECISION[J];Engineering Mechanics;2003-01
5 *CHEN Chang-song1,2,CHEN Zheng-qing1,YAN Dong-huang2(1.College of Civil and Architectural Engineering College,Central South University,Changsha,Hunan 410075,China;2.School of Bridge and Structural Engineering,Changsha University of Science and Technology,Changsha,Hunan 410076,China);ACCURATE ITERATION METHOD TO CALCULATE THE INITIAL STATES OF MAIN CABLES OF SUSPENSION BRIDGES[J];Engineering Mechanics;2006-08
6 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
7 ZHOU Huanting~1 ZHENG Daguo~2 ZHU Baobing~1 (1.Tongji University,Shanghai 200092;2.Guangzhou Fenshen Logistics Co.Ltd,Guangzhou 510800);Numerical Models and Comparison of Cable Elements in Cable Structures[J];Structural Engineers;2006-01
8 ZHANG Li xin, SHEN Zu yan (College of Civil Engineering, Tongji University, Shanghai 200092, China) [;NUMERICAL MODELS FOR CABLE ELEMENT IN PRESTRESSED CABLE STRUCTURES[J];SPATIAL STRUCTURES;2000-02
9 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
10 Li Hao,Jian Fangliang,Cao Yishan(1.School of Civil Engineering Tongji University,Shanghai 200092,China);Cable Element Based on ABAQUS[J];Transportation Science & Technology;2009-05
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 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
2 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
3 WEI Xing,QIANG Shi-zhong (School of Civil Eng.,Southwest Jiaotong University,Chengdu610031,China);Application of ANSYS in nonlinear analysis in cable-stayed bridges[J];Building Science Research of Sichuan;2003-04
4 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
5 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
6 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
7 HUANG Hong-wei(Dept.of Geotechnical Engineering,Tongji University,Shanghai 200092,China);State-of-the-Art of the Research on Risk Management in Construction of Tunnel and Underground Works[J];Chinese Journal of Underground Space and Engineering;2006-01
8 ZHANG Jian-guo, YE Feng, GU Ming (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Amplitude Characteristics of Wind Pressure on Super High-rise Buildings[J];Journal of Beijing University of Technology;2006-02
9 Wang Yijuan (Dean's Office, Beijing 100044);The Warning from the Analysis of Bridge Accident[J];Journal of Beijing Institute of Civil Engineering and Architecture;2003-03
10 Jiang Hansheng Jin Yihong (Shanghai FRP Research Institute);FRP APPLICATION IN CONSTRUCTION[J];FIBER REINFORCED PLASTICS/COMPOSITE;1999-03
China Proceedings of conference Full-text Database 1 Hits
1 Dong Zhili (China Academy of Building Research PKPM Department Beijing 100013);PRESTRESS DESIGN OF TENSEGRITY STRUCTURES[A];[C];2002
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 JIANG Hua~1,QIU Chengjin~2(1.Water Conservancy Planning & Designing Institute of Nanchang,Nanchang 330009,China;2.Kaixiya Feixiang Estate.Co.Ltd.,Wuhan 430074,China);Numerical models and comparison of cable element in cable structure[J];Sichuan Building Science;2006-05
2 YANG Wen,LIAO Li,WANG Liwei,YANG Xi(China Southwest Architectural Design and Research Institute,Chengdu 610081,China);Design of the suspen-dome of a gymnasium[J];Sichuan Building Science;2009-04
3 KONG Dandan,ZHAO Xin,WANG Ling,WANG Xiyan (College of Civil Engineering,Hebei University of Technology,Tianjin 300401,China);Elastoplastic ultimate load-carrying capacity and parametric analysis of cable-strut-supported shell structure[J];Sichuan Building Science;2009-06
4 WU Yue-zi(Anhui Communications Vocational &Technical College,HeFei,230051,China);The Total Iterative Method in Geometric Nonlinear Static Analysis for 2-D truss Structure[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-03
5 WANG Lei1,2,LI Chuan-xi1(1.School of Civil Engineering and Architecture,Changsha University of science and technology,Changsha 410076,China;2.Anhui Communications Vocational &Technical College,HeFei,230051,China);Study on calculation method of cable curve and internal force for long-span suspension bridge[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-03
6 <author>ANG Guo-jHn,ZHANG Ai—lin (College of Architecture and Civil Engineering,Beijing University of Technology,Beijng 100022,China);<title>udy on the Prestressed Lattice Structure[J];Journal of Beijing Polytechnic University;2004-03
7 ZHANG Ai-lin1,RAO Wen-jing1,2,CUI Wei-long1(1. College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;2. Beijing Geotechnical Institute Engineering Consultants Ltd.,Beijing 100038,China);Stability Analysis of Pre-stress Loss on Suspend-dome Structure Under Fire Hazard[J];Journal of Beijing University of Technology;2010-08
8 SUN Yu-ping~1,SHEN Rui-li~1,TANG Mao-lin~1,WU Tan~2, LIU Bao-wen~21.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.Anhui CTCE Design and Research Institute,Hefei 230000,China;The construction control of tensioning of anchor span strand for erecting suspensio bridges[J];Journal of Chongqing Jiaotong University;2006-06
9 HU Jian-hua1,TANG Mao-lin2,LIU Rong1,WANG Zhong-bin2(1.Hunan Provincial Communications Planning Survey & Design Institute,Hunan Changsha 410008,China;2.Southwest Jiaotong University,Sichuan Chengdu 610031,China);Analysis of Shrinkage and Creep on Self-Anchored Suspension Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2007-05
10 TANG Mao-lin~1 WANG Chang-jiang~2,SHEN Rui-li~1 1.Department of Bridge Engineering,Southwest Jiaotong University,Sichuan Chengdu 610031,China; 2.Construction Headquarter of Zhoushan Island-mainland Linkage Project,Zhejiang Zhoushan 316000,China;Monitoring and Analysis of Datum Strand of the Xi Houmen Suspension Bridge[J];Journal of Chongqing Jiaotong University(Natural Science);2008-04
China Proceedings of conference Full-text Database 10 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
2 XIANG-RONG Fu, Yu-Qiu LONG, MING-WU YUAN, SONG CEN, XIU-GEN JIANG, JIN-SAN Ju Department of Civil Engineering. China Agricultural University.. Beijing 100083. China Department of Civil Engineering. Tsinghua University , Beijing 100084. China Department of Mechanics and Engineering Science. Peking University . Beijing 100871. China Department of Engineering Mechanics. Tsinghua University , Beijing 100084. China;The study of the spatial cable element[A];[C];2005
3 KONG Xu1,2,3,JIANG Peng1,2,WANG Qi-ming1,2(1.National Astronomical Observatories,Chinese Academy of Sciences,Beijing 100012,China;2.Key Laboratory of Radio Astronomy,Beijing 100012,China;3.Graduate School of the Chinese Academy of Sciences,Beijing 100039,China);INVESTIGATION ON FATIGUE LIFE OF FAST CABLE-NET UNDER HIGH STRESS AMPLITUDE PRODUCED BY LONG-TIME ACTIVE[A];[C];2012
4 Chen Zhihua , Qin Yali , Shi Jie (School of Civil Engineering, Tianjin University, Tianjin 300072, China;China Architecture Design & Research Institute Group, Beijing 100044, China);Classification and Analysis of Structure Feature for Suspendome System[A];[C];2006
5 Zhang Ailin, Liu Xuechun Zhang Xiaofeng , Zhang Baoqin; ( Beijing University of Technology, Beijing 100022, China);Stability Analysis of Suspen-dome of Badminton Stadium for 2008 Olympic Games[A];[C];2006
6 WANG Zhong-bin, SHEN Rui-li, TANG Mao-lin (China Zhongtie Major Reconnaissance & Design Institute Co. Ltd.,Hubai Wuhan, 430050, China; Bridge and Structural Engineering Department, Southwest Jiaotong University.Shichuan Chengdu 610031, China);Together Effect Analysis of the Steel Truss Stiffening Girder-Floor System of Suspension Bridge[A];[C];2006
7 Jiang Ziqin~1,Hu Xiaojuan~2,Ding Jiemin~3 (1.Tongji University,Shanghai 200092,China; 2.Chengdu Jizhun Fangzhong Architectural Design Associates,Chengdu,Sichuan 610017,China; 3.The Architectural Design and Research Institute of Tongji University,Shanghai 200092,China);Impact Analysis of Boundary Condition on Construction Process of Multi-span Continuous Beam String Structure[A];[C];2010
8 Wang Fei1,Ni Jiangong1,Luo Yongfeng2(1.China Shipbuilding NDRI Engineering Co., Ltd, Shanghai 2000631,China;2.College of Civil Engineering,Tongji University, Shanghai 200092,China);Research Summary on Mechanical Behavior of Suspended-dome Structure in Construction Process[A];[C];2012
9 SHI Kai-rong , JIANG Zheng-rong (State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China);STUDY ON PARAMETER OPTIMIZATION OF STABILITY FOR LONG-SPAN ELLIPTIC SUSPENDOME STRUCTURE[A];[C];2013
10 Ding Lei~1,Guo Zhengxing~2,Luo Bin~2 (1 Suzhou Institute of Architectural Design Co.,Ltd.,Suzhou 215021,China; 2 School of Civil Engineering,Southeast University,Nanjing 210096,China);Research on cable-net's fatigue performance of fast reflector's supporting structure[A];[C];2013
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