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Volumn 59, Issue 3, 2007, Pages 323-336

An analytical model to determine the ultimate load on masonry arch bridges

Author keywords

Collapse load; Masonry arches; Numerical simulation; Ordinary differential equations

Indexed keywords

ARCH BRIDGES; COMPUTER SIMULATION; ELASTOPLASTICITY; MASONRY BRIDGES; MATHEMATICAL MODELS; MATLAB; ORDINARY DIFFERENTIAL EQUATIONS; STRUCTURAL LOADS;

EID: 35448994694     PISSN: 00220833     EISSN: 15732703     Source Type: Journal    
DOI: 10.1007/s10665-006-9129-z     Document Type: Article
Times cited : (21)

References (18)
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  • 2
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    • Hughes, T.G.1    Blackler, M.J.2
  • 5
    • 0026386483 scopus 로고
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    • Choo BS, Coutie MG, Gong NG (1991) Finite-element analysis of masonry arch bridges using tapered elements. Proc Inst Civil Eng 91:755-770
    • (1991) Proc Inst Civil Eng , vol.91 , pp. 755-770
    • Choo, B.S.1    Coutie, M.G.2    Gong, N.G.3
  • 6
    • 0032099172 scopus 로고    scopus 로고
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    • Failure criterion for masonry suitable for numerical implementation
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  • 12
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    • Static determination of the internal forces and displacements in arch bridges
    • Audenaert A, Peremans H, De Wilde WP (2004) Static determination of the internal forces and displacements in arch bridges. The Masonry Soc J 22(1):97-109
    • (2004) The Masonry Soc J , vol.22 , Issue.1 , pp. 97-109
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.