The Lateral Buckling Rigidity of Suspension Bridges

by I.K. Silverman,


Serial Information: Journal of the Engineering Mechanics Division, 1957, Vol. 83, Issue 3, Pg. 1-17


Document Type: Journal Paper

Abstract:

Behavior of suspended structure under lateral loads is shown to depend upon values of three dimensionless parameters; curves presented for moment, shear, and deflection coefficients as function of one of parameters; spring constant for small vibrations in horizontal plane also derived.



Subject Headings: Suspended structures | Suspension bridges | Structural behavior | Lateral loads | Parameters (statistics) | Horizontal loads | Suspended loads | Curvature

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