The Lateral Buckling Rigidity of Suspension Bridgesby I.K. Silverman,
Serial Information: Journal of the Engineering Mechanics Division, 1957, Vol. 83, Issue 3, Pg. 1-17
Document Type: Journal Paper
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: Suspension bridges | Structural behavior | Buckling | Rigidity | Parameters (statistics) | Lateral loads | Suspended structures | Curvature | Suspended loads | Moment (mechanics) | Horizontal loads
Services: Buy this book/Buy this article
Return to search