The Effect of Steel Plates with Shear Studs for Weak Column-Strong Beam Connections in the Reinforced Concrete Structures under Earthquake Effect

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dc.contributor.authorBuyukkaragoz, A.
dc.contributor.authorArslan, A.
dc.date.accessioned2020-06-25T17:51:32Z
dc.date.available2020-06-25T17:51:32Z
dc.date.issued2011
dc.departmentKırıkkale Üniversitesi
dc.description.abstractIn this study, the effect of steel plates with shear studs used in the weak columnstrong beam connections was investigated both experimentally and analytically. Five RC specimens were tested under cyclic loading in the experimental programme. Steel plates with shear studs in the column were used along the connection area. The specimens were derived from the exterior joint of a frame. As the main parameters, the width of shear stud heads and their spacing on the steel plates were changed to investigate their effects on the weak column. The test results confirmed that shear studs improved the strength and stiffness of the specimens. The control specimen collapsed because of joint failure, while the other four specimens collapsed because of bending at the bottom of the beam showing ductile behaviour. The comparison of experimental results with the analytical results obtained from ANSYS finite element programme showed similar outputs from the aspects of behaviour.en_US
dc.description.sponsorshipDepartment of Gazi UniversityGazi University [06-2004/51]en_US
dc.description.sponsorshipThe support given by 'Scientific Researches and Project Department of Gazi University with 06-2004/51 project number' is gratefully acknowledged.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.1111/j.1475-1305.2010.00782.x
dc.identifier.endpage411en_US
dc.identifier.issn0039-2103
dc.identifier.issn1475-1305
dc.identifier.scopus2-s2.0-84555196988
dc.identifier.scopusqualityQ2
dc.identifier.startpage393en_US
dc.identifier.urihttps://doi.org/10.1111/j.1475-1305.2010.00782.x
dc.identifier.urihttps://hdl.handle.net/20.500.12587/4902
dc.identifier.volume47en_US
dc.identifier.wosWOS:000298481800042
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherWileyen_US
dc.relation.ispartofStrain
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectcyclic loaden_US
dc.subjectfinite element methoden_US
dc.subjectshear studen_US
dc.subjectweak column-strong beam connectionen_US
dc.titleThe Effect of Steel Plates with Shear Studs for Weak Column-Strong Beam Connections in the Reinforced Concrete Structures under Earthquake Effecten_US
dc.typeArticle

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