Research Article
Jul 1960
Various Instability Modes of the Fixed Base Column
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 86, Issue 7
Abstract
Equations are presented for critical buckling load of column, fixed at its base and loaded at its upper end, under variety of conditions; case of column loaded at its upper end through frictionless roller; column loaded at its upper end through pinned link; latter case is developed and expanded for comparison with similar case of loading through roller; equations are derived for columns of lift-slab operation, loaded by hanging links.
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Published In
Journal of the Structural Division
Volume 86 • Issue 7 • July 1960
Pages: 61 - 79
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Jul 1960
Published online: Feb 1, 2021
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Authors
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D. A. Sawyer, JM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Florida, Gainesville, Fla.
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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.