Research Article
Dec 1965
Inelastic Lateral-Torsional Buckling of Beam Columns
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 91, Issue 6
Abstract
The problem of lateral-torsional buckling in beam columns is studied using an analytical approach to detect the stage at which the inception of this type of instability is imminent. The method adopted uses a forward integration scheme for solving the differential equations defining the problem. Typical results are presented in respect of an 8W31 and a 10WF89, as these have cross sections representative of thin-walled and moderately thin-walled columns, commonly used in multistory buildings. Results obtained in respect of a 14WF287, which is a thick-walled section, were found to be qualitatively similar to those in respect of a 10WF89.
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Published In
Journal of the Engineering Mechanics Division
Volume 91 • Issue 6 • December 1965
Pages: 21 - 37
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Dec 1965
Published online: Feb 3, 2021
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Authors
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Constancio Miranda, AM.ASCE
Assoc. Prof. and Chmn., Dept. of Civ. Engrg., Univ. of Detroit, Detroit, Mich.; formerly, Research Assoc. Engr., Air Force Shock Tube Facility, Univ. of New Mexico, Albuquerque, N. Mex.
Morris Ojalvo, M.ASCE
Prof., Dept. of Civ. Engrg., Ohio State Univ., Columbus, Ohio.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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