Research Article
Sep 1981
Seismic Damage in Reinforced Concrete Frames
Authors: Hooshang Banon, John M. Biggs, M.ASCE, and H. Max IrvineAuthor Affiliations
Publication: Journal of the Structural Division
Volume 107, Issue 9
Abstract
Seismic damage in reinforced concrete frames is predicted by analytical methods. Analytical models are developed which can reproduce the behavior of reinforced concrete members under cyclic loads. Accuracy of the analytical models is checked by considering a set of quasi-static cyclic load tests, and the models are found to be sufficiently accurate. Several damage indicators such as ductility, flexural damage ratio, dissipated energy, and cumulative plastic rotation are investigated for each experiment. Based on the test results and physical grounds, flexural damage ratio and dissipated energy are chosen as damage state parameters. The results of the present study are later used to develop a probabilistic model of member failure in reinforced concrete structures.
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Published In
Journal of the Structural Division
Volume 107 • Issue 9 • September 1981
Pages: 1713 - 1729
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Sep 1981
Published online: Feb 1, 2021
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Authors
Affiliations
Hooshang Banon
Struct. Mechanics Associates, Newport Beach, California; formerly Grad. Research Asst., Dept. of Civ. Engrg., Massachusetts Institute of Technology, Cambridge, Mass. 08139
John M. Biggs, M.ASCE
Prof., Dept. of Civ. Engrg., Rm 1-238, Massachusetts Institute of Technology, Cambridge, Mass. 08139
H. Max Irvine
Edgerton Assoc. Prof., Dept. of Civ. Engrg., Rm 1-232, Massachusetts Institute of Technology, Cambridge, Mass. 08139
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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.