Analytical Modeling of Hysteretic Behavior of R/C Frames
Publication: Journal of Structural Engineering
Volume 113, Issue 3
Abstract
A theory for an enhanced mathematical model of R/C frame members is presented and its accuracy is verified by simulating various laboratory experiments for which data were available in the literature. New member and global damage parameters are defined. These damage parameters are useful for subsequent reliability analysis of damaged concrete frames.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 113 • Issue 3 • March 1987
Pages: 429 - 444
Copyright
Copyright © 1987 ASCE.
History
Published online: Mar 1, 1987
Published in print: Mar 1987
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