Behaviour Of Reinforced Concrete Weak Column-Beam Connections

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dc.contributor.authorBakirci Er, Sule
dc.contributor.authorAykac, Sabahattin
dc.contributor.authorCan, Husnu
dc.date.accessioned2020-06-25T18:12:24Z
dc.date.available2020-06-25T18:12:24Z
dc.date.issued2014
dc.departmentKırıkkale Üniversitesi
dc.description.abstractIn this study the behavior of RC weak column-beam connections which have no joint stirrups and lack of column stirrups, are investigated experimentally under earthquake loads. Edge beam to column joints were tested under reversed cyclic loads. It is the prestudy of which has seven joint strengthening techniques. 1/2 scaled one reference and seven weak joint specimens with no stirrups were prepared and tested. The building defects in real structure exactly tried to create when producing the weak specimens. These building defects include lacking stirrups in joint region, low compressive strength of concrete and in progress of time pouring out of concrete cover. The weak specimens' behaviors compared with the reference specimen and load-deflection graphics taken. The main parameters are constant axial load and the distance of lacking stirrups at the joint region. As a result of the experimental study in reference specimen achieved to carrying capacity from the beam. Damages in joints are dangerous. In all weak specimens reached to carrying capacity from the joint before the beam. In some weak specimens columns' shear damages and joints' hard damages together determined the carrying capacity.en_US
dc.identifier.citationEr Ş. B., Aykaç S., Can H. (2014). Betonarme Zayıf Kolon-Kiriş Birleşimlerinin Davranışı. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi, 29(3), 537 - 547.en_US
dc.identifier.endpage547en_US
dc.identifier.issn1300-1884
dc.identifier.issn1304-4915
dc.identifier.issue3en_US
dc.identifier.startpage537en_US
dc.identifier.trdizinidtrdizinikyoktur
dc.identifier.urihttps://hdl.handle.net/20.500.12587/5903
dc.identifier.volume29en_US
dc.identifier.wosWOS:000343887100011
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakTR-Dizin
dc.language.isotr
dc.publisherGazi Univ, Fac Engineering Architectureen_US
dc.relation.ispartofJournal Of The Faculty Of Engineering And Architecture Of Gazi University
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectReinforced concrete connectionen_US
dc.subjectWeak jointen_US
dc.subjectJoint mechanismen_US
dc.titleBehaviour Of Reinforced Concrete Weak Column-Beam Connectionsen_US
dc.typeArticle

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