Research Article
May 1958
Ultimate Strength Analysis of Long Restrained Reinforced Concrete Columns
Authors: Bengt Broms and IM. Viest, A.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 84, Issue 3
Abstract
Theoretical analyses are presented for the ultimate strength of long restrained reinforced concrete columns. The analyses are based on the same principles as the analyses of the ultimate strength of long hinged columns presented in a recent paper;(l) i.e., the treatment of concentrically loaded columns is founded on the tangent modulus theory suggested by Engesser.
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Information
Published In
Journal of the Structural Division
Volume 84 • Issue 3 • May 1958
Pages: 1635-1 - 1635-30
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: May 1958
Published online: Feb 1, 2021
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Affiliations
Bengt Broms
Civ. Engr., Shell Development Co., Houston, Texas (formerly Research Asst., Dept. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill.).
IM. Viest, A.ASCE
Bridge Research Engr., AASHO Road Test, Ottawa, Ill. (formerly Research Associate Prof. of Theoretical and Applied Mechanics, 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.