Research Article
Apr 1969
Overall and Local Buckling of Channel Columns
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 95, Issue 2
Abstract
A general method is presented to account for both over-all and local buckling of thin-walled channel columns. The matrix transfer method is used to obtain the buckling criteria and the buckling load computed numerically. Three sets of tests were carried out to compare with the theoretical computations.
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Published In
Journal of the Engineering Mechanics Division
Volume 95 • Issue 2 • April 1969
Pages: 447 - 462
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Apr 1969
Published online: Feb 3, 2021
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Ahmed A. Ghobarah, AM.ASCE
Grad. Student, Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ont., Canada
Wai K. Tso, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ont., Canada
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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.