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dc.contributor.authorÖzkaynak, Hasan
dc.contributor.authorSürmeli, Melih
dc.contributor.authorYüksel, Ercan
dc.date.accessioned2018-07-19T07:36:28Z
dc.date.available2018-07-19T07:36:28Z
dc.date.issued2016-03
dc.identifier.issn1570-761X
dc.identifier.other1573-1456
dc.identifier.urihttps://doi.org/10.1007/s10518-015-9855-6
dc.identifier.urihttps://hdl.handle.net/11413/2195
dc.description.abstractExperimental studies have proven that clay brick infills, confined with carbon-fiber-reinforced polymers (CFRP) in reinforced concrete (RC) frames, have some advantages in terms of stiffness, strength, energy dissipation capability and damage intensity. Owing to these advantages, existing infill walls in RC frames may be retrofitted with CFRP strips, especially in low-rise buildings in earthquake-prone areas. There is a gap in the literature concerning their behavior model, for use in structural analysis. A piecewise linear capacity curve model called "DUVAR'' is proposed here, which estimates the envelope of force-vs.-displacement hysteresis, depending on the data compiled from the literature and the completed experimental studies. A nonlinear shear spring element is utilized in the model to represent the bare and retrofitted infills. The ultimate shear strength and the corresponding displacement, the ratio of cracking stiffness to initial stiffness, the ratio of ultimate strength to cracking strength, and the ductility ratio are the five key parameters of the model. The model is validated against the experimental results of two sovereign studies. Finally, the model is employed in the performance evaluation of an existing three-story RC building to exemplify its straightforward application.tr_TR
dc.language.isoen_UStr_TR
dc.publisherSpringer, Van Godewijckstraat 30, 3311 Gz Dordrecht, Netherlandstr_TR
dc.relationBulletin of Earthquake Engineeringtr_TR
dc.subjectAnalytical modelingtr_TR
dc.subjectCFRP retrofittingtr_TR
dc.subjectInfill walltr_TR
dc.subjectInfilled frametr_TR
dc.subjectShear springtr_TR
dc.subjectRc Framestr_TR
dc.subjectConcretetr_TR
dc.titleA capacity curve model for confined clay brick infillstr_TR
dc.typeArticletr_TR
dc.contributor.authorID40475tr_TR
dc.contributor.authorID175417tr_TR
dc.contributor.authorID154472tr_TR
dc.identifier.wos372113400012
dc.identifier.wos372113400012en
dc.identifier.scopus2-s2.0-84957843986
dc.identifier.scopus2-s2.0-84957843986en


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