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Volumn 46, Issue 9, 2010, Pages 743-750

Formulation and application of multi-node sliding cable element for the analysis of Suspen-Dome structures

Author keywords

Effect of cable sliding; Multi node sliding cable element; Nonlinear stability analysis; Suspen Dome structure; Tangent stiffness matrix

Indexed keywords

DOMES; STIFFNESS; STIFFNESS MATRIX;

EID: 78650934585     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2010.04.003     Document Type: Article
Times cited : (92)

References (13)
  • 2
    • 47549105532 scopus 로고    scopus 로고
    • A new method of analysis for the force of the external prestressed cables
    • In Chinese
    • C.X. Li, D.H. Li, L.F. He, A new method of analysis for the force of the external prestressed cables, China Civil Engineering Journal 38 (6) (2005) 54-58 (In Chinese).
    • (2005) China Civil Engineering Journal , vol.38 , Issue.6 , pp. 54-58
    • Li, C.X.1    Li, D.H.2    He, L.F.3
  • 3
    • 11844300406 scopus 로고    scopus 로고
    • Influence of gliding cable joint on mechanical behavior of suspen-dome structures
    • DOI 10.1260/0266351042886658
    • X.Q. Cui, Y.L. Guo, Influence of gliding cable joint on mechanical behavior of suspend-dome structures, International Journal of Space Structures 19 (3) (2004) 149-154. (Pubitemid 40088524)
    • (2004) International Journal of Space Structures , vol.19 , Issue.3 , pp. 149-154
    • Cui, X.Q.1    Guo, Y.L.2
  • 4
    • 47549090114 scopus 로고    scopus 로고
    • Research on sliding cable in construction of suspend-dome structures
    • In Chinese
    • G.F. Zhang, S.L. Dong, X. Zhuo, et al., Research on sliding cable in construction of suspend-dome structures, Journal of Zhejiang University (Engineering Science) 42 (6) (2008) 1051-1057 (In Chinese).
    • (2008) Journal of Zhejiang University (Engineering Science) , vol.42 , Issue.6 , pp. 1051-1057
    • Zhang, G.F.1    Dong, S.L.2    Zhuo, X.3
  • 5
    • 0033889011 scopus 로고    scopus 로고
    • A three-node cable element ensuring the continuity of the horizontal tension: A clamp cable element
    • M. Aufaure, A three-node cable element ensuring the continuity of the horizontal tension: a clamp cable element, Computers & Structures 74 (2) (2000) 243-252.
    • (2000) Computers & Structures , vol.74 , Issue.2 , pp. 243-252
    • Aufaure, M.1
  • 6
    • 0346094021 scopus 로고    scopus 로고
    • Finite element formulation for modeling sliding cable elements
    • B. Zhou, M.L. Accorsi, J.W. Leonard, Finite element formulation for modeling sliding cable elements, Computers & Structures 82 (2-3) (2004) 271-280.
    • (2004) Computers & Structures , vol.82 , Issue.2-3 , pp. 271-280
    • Zhou, B.1    Accorsi, M.L.2    Leonard, J.W.3
  • 10
    • 74049101590 scopus 로고    scopus 로고
    • National Standard of the People's Republic of China Beijing in Chinese
    • National Standard of the People's Republic of China. Code for design of steel structures GB 500017-2003. Beijing; 2003. (in Chinese).
    • (2003) Code for Design of Steel Structures GB 500017-2003
  • 12
    • 0002855921 scopus 로고
    • Buckling of reticulated shells: State-of-The-art
    • V. Gioncu, Buckling of reticulated shells: state-of-the-art, International Journal of Space Structures 10 (1) (1995) 1-46.
    • (1995) International Journal of Space Structures , vol.10 , Issue.1 , pp. 1-46
    • Gioncu, V.1
  • 13
    • 0018297939 scopus 로고
    • Incremental approach to the solution of snapping and buckling problems
    • DOI 10.1016/0020-7683(79)90081-7
    • E. Riks, An incremental approach to the solution of the snapping and buckling problems, International Journal of Solids and Structures 15 (7) (1979) 529-551. (Pubitemid 9477358)
    • (1979) Int J Solids Struct , vol.15 , Issue.7 , pp. 529-551
    • Riks, E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.