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Volumn 59, Issue 3, 2007, Pages 323-336
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An analytical model to determine the ultimate load on masonry arch bridges
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Author keywords
Collapse load; Masonry arches; Numerical simulation; Ordinary differential equations
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Indexed keywords
ARCH BRIDGES;
COMPUTER SIMULATION;
ELASTOPLASTICITY;
MASONRY BRIDGES;
MATHEMATICAL MODELS;
MATLAB;
ORDINARY DIFFERENTIAL EQUATIONS;
STRUCTURAL LOADS;
ELASTO-PLASTIC MODEL;
ULTIMATE LOAD;
STRUCTURAL ANALYSIS;
ARCH BRIDGES;
COMPUTER SIMULATION;
ELASTOPLASTICITY;
MASONRY BRIDGES;
MATHEMATICAL MODELS;
MATLAB;
ORDINARY DIFFERENTIAL EQUATIONS;
STRUCTURAL ANALYSIS;
STRUCTURAL LOADS;
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EID: 35448994694
PISSN: 00220833
EISSN: 15732703
Source Type: Journal
DOI: 10.1007/s10665-006-9129-z Document Type: Article |
Times cited : (21)
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References (18)
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