Investigation of nonlinear behaviour of reinforced concrete frames having different stiffening members

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dc.authoridGURSOY, Senol/0000-0001-8133-0906
dc.contributor.authorGursoy, Senol
dc.date.accessioned2024-09-29T16:05:16Z
dc.date.available2024-09-29T16:05:16Z
dc.date.issued2014
dc.departmentKarabük Üniversitesien_US
dc.description.abstractThe selected carrier systems of reinforced concrete frame buildings are quite important on structural damages. In this study are examined comparatively nonlinear behaviours of reinforced concrete frames which having different stiffening members under a horizontal load. In that respect, the study consists of six parametric models. With this purpose, nonlinear structural analyses of reinforced concrete frames which having different stiffening members were carried out with LUSAS which uses the finite element method. Thus, some conclusions and recommendations to mitigate the damage of reinforced concrete buildings in the future designs are aimed to present. The obtained results revealed that in terms of performance, the x-shaped diagonal elements can be used as an option to shear walls. In addition, it was found that frame-2, frame-3 and frame-4 showed a better performance than traditional frame system (frame-1).en_US
dc.identifier.doi10.12989/cac.2014.13.5.679
dc.identifier.endpage694en_US
dc.identifier.issn1598-8198
dc.identifier.issn1598-818X
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-84902189542en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage679en_US
dc.identifier.urihttps://doi.org/10.12989/cac.2014.13.5.679
dc.identifier.urihttps://hdl.handle.net/20.500.14619/6614
dc.identifier.volume13en_US
dc.identifier.wosWOS:000337303300007en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofComputers and Concreteen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectdifferent stiffening membersen_US
dc.subjectfinite element methoden_US
dc.subjectnonlinear analysisen_US
dc.titleInvestigation of nonlinear behaviour of reinforced concrete frames having different stiffening membersen_US
dc.typeArticleen_US

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