Research Article
Dec 1965
Buckling of Elastically Restrained Columns
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 91, Issue 6
Abstract
The problem of increasing the buckling load of a 114-ft long reinforced concrete column by introducing various elastic restraints is studied. General expressions are derived and graphs are presented applicable to any elastic column covering the full range of variation of the parameters. In addition, the effect of the weight of the column in the reduction of the critical load is shown to be substantial depending on the conditions of end support. A general method is presented to account for this effect. Graphs are also presented to facilitate the determination of the net critical load for the most practical cases. Two illustrative examples are examined at length to show the application of the methods.
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Published In
Journal of the Structural Division
Volume 91 • Issue 6 • December 1965
Pages: 159 - 183
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Dec 1965
Published online: Feb 1, 2021
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Authors
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German Gurfinkel, AM.ASCE
Civ. Engrg. Dept., Univ. of Illinois, Urbana, Ill.; formerly, Asst. Prof., School of Engrg., Univ. of Havana and principal designer of the structures of the new campus of the Univ. of Havana, Havana, Cuba.
Arthur R. Robinson, M.ASCE
Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
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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.