TECHNICAL NOTES
Apr 1, 1986
Reinforced Concrete Joints under Cyclic Loading
Authors: Muhammad A. Mukaddam and Majib B. KastiAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 112, Issue 4
Abstract
An efficient analytical model is presented which determines values of steel stresses, steel strains, bond stresses as well as slip values along an embedded reinforcing bar in a reinforced concrete beam column joint under severe cyclic excitations.
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References
1.
Ciampi, V., Eligehausen, R., Bertero, V. V., Popov, E. P., “Analytical Model for Concrete Anchorages of Reinforcing Bars under Generalized Excitations,” Report No. 82‐23, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA, Nov., 1982.
2.
Filippou, G. V., Popov, E. P., and Bertero, V. V., “Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints,” Report No. EERC 83‐19, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA, Aug., 1983.
3.
Filippou, F. C, Popov, E. P., and Bertero, V. V., “Modeling of RC Joints Under Cyclic Excitations,” Structural Engineering Journal, ASCE, Vol. 109, No. 11, Nov., 1983.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 112 • Issue 4 • April 1986
Pages: 937 - 942
Copyright
Copyright © 1986 ASCE.
History
Published online: Apr 1, 1986
Published in print: Apr 1986
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Authors
Affiliations
Muhammad A. Mukaddam
Assoc. Prof., Dept. of Civ. Engrg., American Univ. of Beirut, P.O. Box 236, Beirut, Lebanon
Majib B. Kasti
Instructor, Dept. of Civ. Engrg., American Univ. of Beirut, Beirut, Lebanon
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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.