Slender Composite Beam‐Columns
Publication: Journal of Structural Engineering
Volume 114, Issue 10
Abstract
A method for performing inelastic stability analysis of composite beam‐columns under different load and end conditions is presented. Nondimensional expressions describing the moment‐thrustcurvature relations are derived and then used to formulate and solve the governing differential equations. The method has been used to develop typical axial load‐bending moment interaction curves for composite beam‐columns under different end and load conditions.
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References
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Copyright © 1988 ASCE.
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Published online: Oct 1, 1988
Published in print: Oct 1988
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