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Volumn 131, Issue 10, 2005, Pages 1601-1610

Strength capacity of masonry wall structures by the equivalent frame method

Author keywords

Masonry; Matrix methods; Nonlinear analysis; Shear walls; Ultimate strength

Indexed keywords

COMPUTATIONAL GEOMETRY; COMPUTATIONAL METHODS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MATRIX ALGEBRA; NUMERICAL ANALYSIS; SHEAR WALLS;

EID: 26644458598     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:10(1601)     Document Type: Article
Times cited : (107)

References (12)
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    • Continuum model for masonry: Parameter estimation and validation
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    • Molins, C.1    Roca, P.2    Barbat, A.H.3
  • 9
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    • Neuenhofer, A., and Filippou, F. C. (1998). "Geometrically nonlinear flexibility-based frame finite element." J. Struct. Eng. 124(6), 704-711.
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  • 11
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.