Research Article
Oct 1957
Inelastic Analysis of Eccentrically-Loaded Columns
Authors: Marlyn E. Clark, AM.ASCE, Omar M. Sidebottom, and Robert W. Shreeves, JM.ASCEAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 83, Issue 4
Abstract
Theory by which collapse load of eccentrically loaded column can be rationally determined is presented; experimental verification of theory was obtained from tests made on aluminum alloy rectangular and T section columns; study of effect of time on magnitude of collapse load was also made using SAE 1020 steel columns.
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Published In
Journal of the Engineering Mechanics Division
Volume 83 • Issue 4 • October 1957
Pages: 1418-1 - 1418-33
Copyright
© 1957 American Society of Civil Engineers.
History
Published in print: Oct 1957
Published online: Feb 3, 2021
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Affiliations
Marlyn E. Clark, AM.ASCE
Associate Profs. of Theoretical and Applied Mechanics, University of illinois, Urbana, Ill.
Omar M. Sidebottom
Associate Profs. of Theoretical and Applied Mechanics, University of illinois, Urbana, Ill.
Robert W. Shreeves, JM.ASCE
Instructor in Theoretical and Applied Mechanics, University of lllinois, 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.