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Lateral load analysis of two-column bents
Derivation of simple set of simultaneous equations involving only joint rotations in symmetrical two-column bent under lateral loads reviewed; equations are well-conditioned for rapid iterative solution, even in cases of rather extreme ratios of column stiffness to girder stiffness; method of solution is directly applicable to certain Vierendeel girders; both iterative and formal solutions demonstrated.
Lateral load analysis of two-column bents
Derivation of simple set of simultaneous equations involving only joint rotations in symmetrical two-column bent under lateral loads reviewed; equations are well-conditioned for rapid iterative solution, even in cases of rather extreme ratios of column stiffness to girder stiffness; method of solution is directly applicable to certain Vierendeel girders; both iterative and formal solutions demonstrated.
Lateral load analysis of two-column bents
ASCE -- Proc (J Structural Div)
Goldberg, J.E. (Autor:in)
1958
17 pages
Aufsatz (Zeitschrift)
Englisch
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