Research Article
Aug 1973
Full-Range Analysis of Concrete Frames
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 99, Issue 8
Abstract
An analytical model which will predict the full-range behavior of reinforced concrete beams and frames has been developed. The numerical solution is accomplished using existing stiffness methods of analysis modified to suit reinforced concrete behavior. The only necessary material properties are the concrete compressive strength and steel yield strength. The model serves as an adjustable analytic prototype to which actual large- and small-scale structures tested at Princeton and elsewhere have been compared. In general, agreement is good with successive concrete cracking, moment distribution, and hinge formation illustrated. The validity of very small-scale microconcrete models as an alternative to full-scale model tests and analytic analysis is also demonstrated.
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Published In
Journal of the Structural Division
Volume 99 • Issue 8 • August 1973
Pages: 1761 - 1783
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Aug 1973
Published online: Feb 1, 2021
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Authors
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Angel L. Lazaro III, M.ASCE
Assoc. Prof. and Chmn., Dept. of Applied Engrg. Sciences, LaSalle College, Manila, Phillipines
Rowland Richards Jr., M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Delaware, Newark, Del.
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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.