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Bridge analysis using orthotropic plate theory
Two analytical methods are presented for use in bridge analysis; slope deflections utilizes IBM 1620; other technique, finite differences, uses IBM 7094; all developed equations have been applied to problems consisting of isotropic plates; complete agreement from both methods and previously analyzed structures occurs for these test cases; orthotropic bridge structure is initially designed and then analyzed, when subjected to truck loading; resulting deflection and moment data, throughout structure, are obtained by both analytical methods; these data are compared, resulting in excellent agreement between methods.
Bridge analysis using orthotropic plate theory
Two analytical methods are presented for use in bridge analysis; slope deflections utilizes IBM 1620; other technique, finite differences, uses IBM 7094; all developed equations have been applied to problems consisting of isotropic plates; complete agreement from both methods and previously analyzed structures occurs for these test cases; orthotropic bridge structure is initially designed and then analyzed, when subjected to truck loading; resulting deflection and moment data, throughout structure, are obtained by both analytical methods; these data are compared, resulting in excellent agreement between methods.
Bridge analysis using orthotropic plate theory
ASCE -- Proc (J Structural Div)
Heins, Jr., C.P. (author) / Looney, C.T.G. (author)
1968
28 pages
Article (Journal)
English
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