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Analysis of skewed composite girder bridges
Finite-element method of analysis is presented for skewed composite beam bridges with diaphragms; structure is divided into plate and eccentric stiffener elements for which stiffness matrices are derived; these stiffness matrices for component elements are assembled into total stiffness matrix for structure; solution of resulting equilibrium equations gives nodal deformations of structure which can be used to obtain internal forces; method is compared with several existing methods of analysis for this type of structure.
Analysis of skewed composite girder bridges
Finite-element method of analysis is presented for skewed composite beam bridges with diaphragms; structure is divided into plate and eccentric stiffener elements for which stiffness matrices are derived; these stiffness matrices for component elements are assembled into total stiffness matrix for structure; solution of resulting equilibrium equations gives nodal deformations of structure which can be used to obtain internal forces; method is compared with several existing methods of analysis for this type of structure.
Analysis of skewed composite girder bridges
ASCE -- Proc (J Structural Div)
Gustafson, W.C. (author) / Wright, R.N. (author)
1968
23 pages
Article (Journal)
English
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