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Volumn 20, Issue 1, 2003, Pages 42-47

Nonlinear analysis of cable structures using a two-node curved cable element of high precision

Author keywords

Bridge supported with cable; Nonlinear finite element method; Tensile structure; Two node curved cable element

Indexed keywords

BRIDGE CABLES; FINITE ELEMENT METHOD;

EID: 0038207100     PISSN: 10004750     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (24)

References (12)
  • 1
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    • Doctoral dissertation, University of California, Berkely, California
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    • (1971)
    • Knudson, W.C.1
  • 2
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    • Der E-Modul von Seilen unter Beruksichtigung des Durchhanges
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    • (1965) Des Bauingenieur , vol.40 , Issue.2 , pp. 52-55
    • Ernst, H.J.1
  • 3
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    • A nonlinear finite element method with five-node curved element for analysis of cable structures
    • Tang Jianmin, Shen Zuyan and Qian Ruojun. A nonlinear finite element method with five-node curved element for analysis of cable structures [J]. Proceedings of IASS International Symposium, 1995, 2: 929-935.
    • (1995) Proceedings of IASS International Symposium , vol.2 , pp. 929-935
    • Tang, J.1    Shen, Z.2    Qian, R.3
  • 4
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    • A two-node curved cable element for nonlinear analysis
    • Yuan Xingfei and Dong Shilin. A two-node curved cable element for nonlinear analysis [J]. Engineering Mechanics, 1999, 16 (4): 59-64.
    • (1999) Engineering Mechanics , vol.16 , Issue.4 , pp. 59-64
    • Yuan, X.1    Dong, S.2
  • 5
    • 0037752471 scopus 로고
    • A cable element theory for nonlinear analysis of prestressed structures
    • Zhang Qilin. A cable element theory for nonlinear analysis of prestressed structures [J]. Engineering Mechanics, 1993, 10 (4): 93-101.
    • (1993) Engineering Mechanics , vol.10 , Issue.4 , pp. 93-101
    • Zhang, Q.1
  • 6
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    • A UL formulation for internal force analysis of special frame structures with large displacement
    • Chen Zhengqing, Zeng Qingyuan and Yan Quansheng. A UL formulation for internal force analysis of special frame structures with large displacement [J]. China Civil Engineering Journal, 1992, 25 (5): 34-44.
    • (1992) China Civil Engineering Journal , vol.25 , Issue.5 , pp. 34-44
    • Chen, Z.1    Zeng, Q.2    Yan, Q.3
  • 8
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    • Beijing: Tsinghua University Press
    • Li Zhujing. Particular structures [M]. Beijing: Tsinghua University Press, 1988.
    • (1988) Particular Structures
    • Li, Z.1
  • 9
    • 0038090212 scopus 로고    scopus 로고
    • An Eulerian geometrically non-linear finite element method with two-node cable element for the analysis of cable structures
    • Tang Jianmin, Zhao Yin and Wu Lihua. An Eulerian geometrically non-linear finite element method with two-node cable element for the analysis of cable structures [J]. Shanghai Journal of Mechanics, 1999, 20 (1): 89-94.
    • (1999) Shanghai Journal of Mechanics , vol.20 , Issue.1 , pp. 89-94
    • Tang, J.1    Zhao, Y.2    Wu, L.3
  • 10
    • 0019701408 scopus 로고
    • A curved element for the analysis of cable structures
    • H B Jayaraman and W C Knudson. A curved element for the analysis of cable structures [J]. Computers and Structures, 1981, 14: 325-333.
    • (1981) Computers and Structures , vol.14 , pp. 325-333
    • Jayaraman, H.B.1    Knudson, W.C.2
  • 12
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    • An investigation of the nonlinear analysis of tensile structure with F.E.M.
    • Dong Ming, Xia Shaohua, Qian Ruojun and Shen Zuyan. An investigation of the nonlinear analysis of tensile structure with F.E.M. [J]. Chinese Journal of Computational Mechanics, 1997, 14 (3): 268-275.
    • (1997) Chinese Journal of Computational Mechanics , vol.14 , Issue.3 , pp. 268-275
    • Dong, M.1    Xia, S.2    Qian, R.3    Shen, Z.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.