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Volumn 58, Issue 1, 1996, Pages 71-83

Mixed formulation of nonlinear beam finite element

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; BOUNDARY CONDITIONS; CONVERGENCE OF NUMERICAL METHODS; DEFORMATION; FINITE ELEMENT METHOD; ITERATIVE METHODS; KINEMATICS; MATHEMATICAL MODELS; RESIDUAL STRESSES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL LOADS;

EID: 0030567058     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7949(95)00103-N     Document Type: Article
Times cited : (301)

References (13)
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    • (1988) J. Struct. Engng ASCE , vol.114 , pp. 804-820
    • Zeris, C.1    Mahin, S.A.2
  • 2
    • 0002552541 scopus 로고
    • Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending
    • Final Report, Lisbon
    • M. Menegotto and P. E. Pinto, Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending. In: IABSE Symp. Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Final Report, Lisbon (1973).
    • (1973) IABSE Symp. Resistance and Ultimate Deformability of Structures Acted on by Well-defined Repeated Loads
    • Menegotto, M.1    Pinto, P.E.2
  • 3
    • 0008540701 scopus 로고
    • Refined modeling of reinforced concrete columns for seismic analysis
    • Earthquake Engineering Research Center. University of California, Berkeley, CA
    • S. Kaba and S. A. Mahin, Refined modeling of reinforced concrete columns for seismic analysis. EERC Report 84/03. Earthquake Engineering Research Center. University of California, Berkeley, CA (1984).
    • (1984) EERC Report 84/03
    • Kaba, S.1    Mahin, S.A.2
  • 4
    • 0005015002 scopus 로고
    • Inelastic analysis of piping and tubular structures
    • Earthquake Engineering Research Center. University of California, Berkeley, CA
    • M. Mahasuverachai and G. H. Powell, Inelastic analysis of piping and tubular structures. EERC Report 82/27, Earthquake Engineering Research Center. University of California, Berkeley, CA (1982).
    • (1982) EERC Report 82/27
    • Mahasuverachai, M.1    Powell, G.H.2
  • 5
    • 0026220912 scopus 로고
    • Behavior of reinforced concrete structures subjected to biaxial excitation
    • C. Zeris and S. A. Mahin, Behavior of reinforced concrete structures subjected to biaxial excitation. J. struct. Engng ASCE 117, 2657-2673 (1991).
    • (1991) J. Struct. Engng ASCE , vol.117 , pp. 2657-2673
    • Zeris, C.1    Mahin, S.A.2
  • 7
    • 0042248805 scopus 로고
    • A beam clement for seismic damage analysis
    • Earthquake Engineering Research Center, University of California, Berkeley, CA
    • E. Spacone, V. Ciampi and F. C. Filippou, A beam clement for seismic damage analysis. EERC Report 92/08, Earthquake Engineering Research Center, University of California, Berkeley, CA (1992).
    • (1992) EERC Report 92/08
    • Spacone, E.1    Ciampi, V.2    Filippou, F.C.3
  • 8
    • 0004312729 scopus 로고
    • A fiber beam column element for seismic response analysis of reinforced concrete structures
    • Earthquake Engineering Research Center, University of California, Berkeley, CA
    • F. F. Taucer, E. Spacone and F. C. Filippou, A fiber beam column element for seismic response analysis of reinforced concrete structures. EERC Report 91/17, Earthquake Engineering Research Center, University of California, Berkeley, CA (1991).
    • (1991) EERC Report 91/17
    • Taucer, F.F.1    Spacone, E.2    Filippou, F.C.3
  • 9
    • 0003223447 scopus 로고
    • Basic formulation and linear problems
    • 4th Edn. McGraw-Hill, London
    • O. C. Zienkiewicz and R. L. Taylor, Basic formulation and linear problems. In: The Finite Element Method, Vol. 1, 4th Edn. McGraw-Hill, London (1989).
    • (1989) The Finite Element Method , vol.1
    • Zienkiewicz, O.C.1    Taylor, R.L.2
  • 10
    • 85007692148 scopus 로고
    • Derivation of element stiffness matrices by assumed stress distributions
    • T. H. H. Pian, Derivation of element stiffness matrices by assumed stress distributions. AIAA J. 2, 1333-1336 (1994).
    • (1994) AIAA J. , vol.2 , pp. 1333-1336
    • Pian, T.H.H.1
  • 11
    • 0018291620 scopus 로고
    • Hybrid-stress models for elastic plastic analysis by the initial-stress approach
    • R. L. Spilker and T. H. H. Pian. Hybrid-stress models for elastic plastic analysis by the initial-stress approach. Int. J. numer. Meth. Engng 14, 359-378 (1979).
    • (1979) Int. J. Numer. Meth. Engng , vol.14 , pp. 359-378
    • Spilker, R.L.1    Pian, T.H.H.2
  • 13
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    • O. C. Zienkiewicz and R. L. Taylor, Solid and fluid mechanics, dynamics and non-linearity. In: The Finite Element Method, Vol. 2, 4th Edn. McGraw-Hill, London (1991).
    • (1991) The Finite Element Method , vol.2
    • Zienkiewicz, O.C.1    Taylor, R.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.