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Volumn 61, Issue 5, 2004, Pages 657-672

A direct stiffness analysis of a composite beam with partial interaction

Author keywords

Composite beams; Curvature locking; Direct stiffness method; Elastic; Finite elements; Partial interaction; Shear connection

Indexed keywords

ALGORITHMS; COMPUTATIONAL COMPLEXITY; FINITE ELEMENT METHOD; LOCKS (FASTENERS); POLYNOMIAL APPROXIMATION;

EID: 4544270831     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/nme.1091     Document Type: Article
Times cited : (137)

References (18)
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    • Prathap, G.1    Naganarayanan, B.R.2
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    • Ayoub, A.1    Filippou, F.C.2
  • 13
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    • A direct stiffness analysis of a composite beam with partial interaction
    • School of Civil and Environmental Engineering, The University of New South Wales, Australia
    • Ranzi G, Bradford MA, Uy B. A direct stiffness analysis of a composite beam with partial interaction. UNICIV Report, School of Civil and Environmental Engineering, The University of New South Wales, Australia, 2002.
    • (2002) UNICIV Report
    • Ranzi, G.1    Bradford, M.A.2    Uy, B.3
  • 14
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    • Steel and concrete composite beams with flexible shear connection: 'exact' analytical expression of the stiffness matrix and applications
    • Faella C, Martinelli E, Nigro E. Steel and concrete composite beams with flexible shear connection: 'exact' analytical expression of the stiffness matrix and applications. Computers and Structures 2002; 30:1001-1009.
    • (2002) Computers and Structures , vol.30 , pp. 1001-1009
    • Faella, C.1    Martinelli, E.2    Nigro, E.3
  • 18
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    • A general method of analysis of composite beams with partial interaction
    • Ranzi G, Bradford MA, Uy B. A general method of analysis of composite beams with partial interaction. Steel and Composite Structures 2003; 3(3):169-184.
    • (2003) Steel and Composite Structures , vol.3 , Issue.3 , pp. 169-184
    • Ranzi, G.1    Bradford, M.A.2    Uy, B.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.