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Flexural-torsional buckling of interbraced columns
Abstract An analysis of a general structure consisting of a set of parallel columns interlinked by braces is presented and the results provide a means of estimating the column axial load at which the structure will buckle. The bracing provides support against in-plane lateral and rotational displacements and twisting of the section. Eccentricity of bracing is accounted for. Charts are presented illustrating the results obtained and the matrix equation which provides the solution is recorded.
Flexural-torsional buckling of interbraced columns
Abstract An analysis of a general structure consisting of a set of parallel columns interlinked by braces is presented and the results provide a means of estimating the column axial load at which the structure will buckle. The bracing provides support against in-plane lateral and rotational displacements and twisting of the section. Eccentricity of bracing is accounted for. Charts are presented illustrating the results obtained and the matrix equation which provides the solution is recorded.
Flexural-torsional buckling of interbraced columns
Medland, I.C. (author)
Engineering Structures ; 1 ; 131-138
1979-01-01
8 pages
Article (Journal)
Electronic Resource
English
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