Research Article
Apr 1966
Torsional Restraint of Lateral Buckling
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 92, Issue 2
Abstract
Elastic solutions to six problems in lateral-torsional buckling of I-beams with torsional restraint are presented. The loadings considered are equal moments at the end, concentrated load at mid-span at the shear center, and uniform load at the shear center. Two types of torsional restraint are considered: point torsional restraint, and continuous torsional restraint. All solutions, with one exception, are obtained by numerical methods and the results are presented in the form of charts.
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Information
Published In
Journal of the Structural Division
Volume 92 • Issue 2 • April 1966
Pages: 115 - 130
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Apr 1966
Published online: Feb 1, 2021
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Authors
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Arthur C. Taylor Jr., M.ASCE
Prof. of Mechanics, Virginia Military Inst., Lexington, Va.
Morris Ojalvo, M.ASCE
Prof., Dept. of Civ. Engrg., Ohio State Univ., Columbus, Ohio.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.