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Volumn 22, Issue 10, 2000, Pages 1324-1338

Improved nonlinear plastic hinge analysis of space frame structures

Author keywords

Advanced analysis; Buckling; Instability; Nonlinear analysis; Plastic hinges; Space frames

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; BUCKLING; COLUMNS (STRUCTURAL); COMPUTER SIMULATION; ELASTICITY; HINGES; INTERPOLATION; STABILITY; STRUCTURAL ANALYSIS; TORSIONAL STRESS;

EID: 0033737734     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00085-1     Document Type: Article
Times cited : (169)

References (18)
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  • 7
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  • 8
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    • Chan S.L., Zhou Z.H. Pointwise equilibrium polynomial element for nonlinear analysis of frames. ASCE J. Struct. Eng. 120(6):1994;1703-1717.
    • (1994) ASCE J. Struct. Eng. , vol.120 , Issue.6 , pp. 1703-1717
    • Chan, S.L.1    Zhou, Z.H.2
  • 9
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    • 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. ASCE J. Struct. Eng. 121(6):1995;939-945.
    • (1995) ASCE J. Struct. Eng. , vol.121 , Issue.6 , pp. 939-945
    • Chan, S.L.1    Zhou, Z.H.2
  • 12
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    • Adaptive space frame analysis, Part I: A plastic hinge approach. Part II: A distributed plasticity approach
    • Izzuddin B.A., Elnashai A.S. Adaptive space frame analysis, Part I: a plastic hinge approach. Part II: a distributed plasticity approach. Proc. Inst. Civ. Eng. Struct. Buildings, 99:1993;303-326.
    • (1993) Proc. Inst. Civ. Eng. Struct. Buildings , vol.99 , pp. 303-326
    • Izzuddin, B.A.1    Elnashai, A.S.2
  • 15
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    • Equilibrium considerations of the updated Lagrangian formulation of beam-columns with natural concepts
    • Gattas M., Abel J.F. Equilibrium considerations of the updated Lagrangian formulation of beam-columns with natural concepts. Int. J. Numer. Methods Eng., 24:1987;2119-2141.
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    • Gattas, M.1    Abel, J.F.2
  • 17
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    • Geometrically nonlinear finite element analysis of beams, frames, arches and axisymmetric shells
    • Wood R.D., Zienkiewicz O.C. Geometrically nonlinear finite element analysis of beams, frames, arches and axisymmetric shells. Comput. Struct. 7:1977;725-735.
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    • Wood, R.D.1    Zienkiewicz, O.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.