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contributor authorFilip C. Filippou
contributor authorEgor P. Popov
contributor authorVitelmo V. Bertero
date accessioned2017-05-08T20:50:25Z
date available2017-05-08T20:50:25Z
date copyrightNovember 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A11%282666%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28865
description abstractAn 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.
publisherAmerican Society of Civil Engineers
titleModeling of R/C Joints under Cyclic Excitations
typeJournal Paper
journal volume109
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:11(2666)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
contenttypeFulltext


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