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Derivations of influence lines are presented for bending and torsional moments and shears; solutions include simple and continuous spans; diagrams and tables show characteristic values of curved girders with constant moments of inertia.
Derivations of influence lines are presented for bending and torsional moments and shears; solutions include simple and continuous spans; diagrams and tables show characteristic values of curved girders with constant moments of inertia.
Analysis of curved girders
ASCE -- Proc (J Structural Div)
Fickel, H.H. (author)
1959
29 pages
Article (Journal)
English
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