Modeling of R/C Joints under Cyclic Excitations
Publication: Journal of Structural Engineering
Volume 109, Issue 11
Abstract
An accurate and efficient analytical model describing the hysteretic behavior of R/C beam‐column joints subjected to random cyclic excitations is presented. The model takes into account the cyclic bond deterioration along anchored bars as well as the hysteretic behavior of cracked R/C sections at beam‐column interfaces, thus allowing consideration of the interaction between the two end sections of the joint.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 109 • Issue 11 • November 1983
Pages: 2666 - 2684
Copyright
Copyright © 1983 ASCE.
History
Published online: Nov 1, 1983
Published in print: Nov 1983
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