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Volumn 80, Issue 27-30, 2002, Pages 2217-2228

Non-linear analysis of composite beams by a displacement approach

Author keywords

Composite beams; Deformable shear connection; Finite element; Incomplete interaction; Locking; Non linear analysis; Steel concrete beams

Indexed keywords

STEEL-CONCRETE BEAMS;

EID: 0036859622     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(02)00268-7     Document Type: Article
Times cited : (119)

References (11)
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  • 2
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    • Daniels, B.J.1    Crisinel, M.2
  • 4
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    • Non-linear analysis of composite beams with deformable shear connectors
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    • (1998) J. Struct. Eng. ASCE , vol.124 , Issue.10 , pp. 1148-1158
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  • 6
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    • Incremental displacement algorithms for non-linear problems
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    • Ramm E. Strategies for tracing the non-linear response near limit points. Nonlinear finite element analysis in structural mechanics. 1981;63-89 Springer, New York.
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  • 9
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    • Micro and macro models for bond in reinforced concrete
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  • 10
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.