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Volumn 72, Issue 4, 1999, Pages 481-496

Efficient collapse analysis techniques for framed structures

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; BEAMS AND GIRDERS; STIFFNESS; STRESSES; STRUCTURAL FRAMES;

EID: 0032590873     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(98)00325-3     Document Type: Article
Times cited : (21)

References (20)
  • 3
    • 0019262099 scopus 로고
    • A fast incremental/iterative solution procedure that handles 'snap-through'
    • Crisfield M.A. A fast incremental/iterative solution procedure that handles 'snap-through'. Computers and Structures. 13:1981;55-62.
    • (1981) Computers and Structures , vol.13 , pp. 55-62
    • Crisfield, M.A.1
  • 4
    • 0000831891 scopus 로고
    • Second-order elastic analysis of frames using single imperfect element per member
    • Chan S.L., Zhou Z.H. Second-order elastic analysis of frames using single imperfect element per member. Journal of Structural Engineering. 121:1995;939-945.
    • (1995) Journal of Structural Engineering , vol.121 , pp. 939-945
    • Chan, S.L.1    Zhou, Z.H.2
  • 5
    • 0026402455 scopus 로고
    • Dynamic elastic-plastic analysis of offshore framed structures by plastic node method considering strain hardening effects
    • Fujikubo M., Bai Y., Ueda Y. Dynamic elastic-plastic analysis of offshore framed structures by plastic node method considering strain hardening effects. Proceedings of 1st ISOPE Conference, Edinburgh, August. 1991.
    • (1991) Proceedings of 1st ISOPE Conference, Edinburgh, August
    • Fujikubo, M.1    Bai, Y.2    Ueda, Y.3
  • 6
    • 0029291922 scopus 로고
    • On finite element implementation of geometrically nonlinear Reissner's beam theory: Three-dimensional curved beam elements
    • Ibrahimbegović A. On finite element implementation of geometrically nonlinear Reissner's beam theory: three-dimensional curved beam elements. Computer Methods in Applied Mechanics and Engineering. 122:1995;11-26.
    • (1995) Computer Methods in Applied Mechanics and Engineering , vol.122 , pp. 11-26
    • Ibrahimbegović, A.1
  • 7
    • 0028378791 scopus 로고
    • A general format for curved and non-homogeneous beam elements
    • Krenk S. A general format for curved and non-homogeneous beam elements. Computers and Structures. 50:1994;449-454.
    • (1994) Computers and Structures , vol.50 , pp. 449-454
    • Krenk, S.1
  • 8
  • 9
    • 0345212877 scopus 로고
    • Stiffness of co-rotating elastic beam elements
    • N-E. Wiberg. CIMNE: Barcelona
    • Krenk S. Stiffness of co-rotating elastic beam elements. Wiberg N-E. Advances in finite element technology. 1995;Barcelona, CIMNE.
    • (1995) Advances in Finite Element Technology
    • Krenk, S.1
  • 10
    • 85031616876 scopus 로고    scopus 로고
    • Finite rotation beam analysis
    • Lyngby: Department of Structural Engineering and Materials. Chapter 3
    • Krenk S. Finite rotation beam analysis. Non-linear analysis with finite elements. 1997;Department of Structural Engineering and Materials, Lyngby. Chapter 3.
    • (1997) Non-linear Analysis with Finite Elements
    • Krenk, S.1
  • 12
    • 85031621519 scopus 로고
    • Ph.D. thesis, Technical University of Denmark (in Danish)
    • Nedergaard H. Collapse of offshore platforms. Ph.D. thesis, Technical University of Denmark, 1986. (in Danish).
    • (1986) Collapse of Offshore Platforms
    • Nedergaard, H.1
  • 14
  • 15
    • 0022757555 scopus 로고
    • 3D beam-column element with generalized plastic hinges
    • Powell G.H., Chen P.F. 3D beam-column element with generalized plastic hinges. Journal of Engineering Mechanics. 112:1986;627-641.
    • (1986) Journal of Engineering Mechanics , vol.112 , pp. 627-641
    • Powell, G.H.1    Chen, P.F.2
  • 19
    • 0000162391 scopus 로고
    • An approach to the non-linear behaviour of the members of a rigid jointed plane framework with finite deflections
    • Williams F.W. An approach to the non-linear behaviour of the members of a rigid jointed plane framework with finite deflections. Quarterly Journal of Mechanics and Applied Mathematics. 17:1964;451-469.
    • (1964) Quarterly Journal of Mechanics and Applied Mathematics , vol.17 , pp. 451-469
    • Williams, F.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.