Research Article
Oct 1964
Behavior of Restrained Reinforced Concrete Columns
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 90, Issue 5
Abstract
Analytical results are presented describing the behavior under a program of increasing load of several hundred individual structural systems, consisting of a reinforced concrete column and its adjoining members. Based on these data, a study is made on the effects of several variables known to influence the behavior and capacity of this type of column. The results of this study provide insight into the behavior and capacity of reinforced concrete columns and into the factors affecting their behavior and capacity. The variables considered are: ratio of end eccentricities, eccentricity of load, slenderness ratio, and degree of end restraint.
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Published In
Journal of the Structural Division
Volume 90 • Issue 5 • October 1964
Pages: 113 - 136
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Oct 1964
Published online: Feb 1, 2021
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Authors
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Edward O. Pfrang, M.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Delaware, Newark, Del.
Chester P. Siess, F.ASCE
Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
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Save for later Item saved, go to cart Information on ASCE Library Cards
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.