Optimum Design of Eccentrically Loaded Columns

by F. R. Shanley,


Serial Information: Journal of the Structural Division, 1967, Vol. 93, Issue 4, Pg. 201-226


Document Type: Journal Paper

Abstract:

An interaction method of reducing concentric column theories, curves, or test data to account for eccentricity of loading is used as a basis for determining the optimum proportions and sizes for columns having eccentrically applied loading or initial crookedness. Inelastic effects and local buckling are included. The optimization method, based on the structural index, provides a simple and efficient design procedure. Extensions of the method to include arbitrary nonoptimum dimensional limits are described. Practical design examples are included. Comparisons of the interaction method with other theories of eccentric column behavior are made.



Subject Headings: Columns | Load tests | Curvature | Field tests | Load factors | Inelasticity | Buckling | Optimization models

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