Research Article
Oct 1964
Predicting Structural Behavior Analytically
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 90, Issue 5
Abstract
An analytical model of a structural system consisting of a column and its adjoining members is established. To describe the behavior of the system a numerical procedure is presented for computing moments and deflections as a function of load. The analytical model has been chosen so as to approximate closely a physical system that might be tested in the laboratory. The numerical procedure has been designed to give results that are typical of the readings that would be taken in an actual laboratory test. The resulting data provide an excellent picture of the behavior of the structural components in question. As an example of the application of the analytical procedures that are presented, the behavior of a system consisting of a reinforced concrete column and its adjoining members is studied.
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Published In
Journal of the Structural Division
Volume 90 • Issue 5 • October 1964
Pages: 99 - 111
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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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.