A study on strengthening of reinforced concrete frames using precast concrete panels

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dc.contributor.authorAkin, Arife
dc.contributor.authorSezer, Rifat
dc.date.accessioned2020-03-26T19:22:59Z
dc.date.available2020-03-26T19:22:59Z
dc.date.issued2016
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThis study describes the effectiveness of the behavior resulting from strengthening infill walls in existing reinforced concrete frame systems with low resistance against earthquake effects using precast concrete panels. In this study, a strengthening method that can be applied without building occupants having to leave the building was investigated. For this purpose, six 1/2 scale, two-story and single span test specimens with brick infill walls and low earthquake resistance, which have common errors seen in existing reinforced concrete buildings, were generated. The first of test frames with equivalent properties was tested as the reference specimen under reversible repeatable lateral loads. Others were tested after high-strength concrete panels produced in different geometric shapes were strengthened by bonding them onto existing frame infill walls. Brick infill walls strengthened using concrete panels were modeled as shell elements by SAP2000 software package and the accuracy of experimental studies were compared with analytical results. Experimental and analytical studies demonstrated that the reinforcement method significantly improved properties, such as resistance to lateral loads, energy dissipation capacity, of brick infill reinforced concrete frames.en_US
dc.description.sponsorshipS.U.-BAPSelcuk University [13701617]en_US
dc.description.sponsorshipThis study was supported financially by S.U.-BAP (13701617). This study was prepared by using PhD thesis of Arife Akin. The author also thank Dr. Rifat Sezer for his valuable help.en_US
dc.identifier.doi10.1007/s12205-016-0188-zen_US
dc.identifier.endpage2446en_US
dc.identifier.issn1226-7988en_US
dc.identifier.issn1976-3808en_US
dc.identifier.issue6en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage2439en_US
dc.identifier.urihttps://dx.doi.org/10.1007/s12205-016-0188-z
dc.identifier.urihttps://hdl.handle.net/20.500.12395/33215
dc.identifier.volume20en_US
dc.identifier.wosWOS:000382141800036en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherKOREAN SOCIETY OF CIVIL ENGINEERS-KSCEen_US
dc.relation.ispartofKSCE JOURNAL OF CIVIL ENGINEERINGen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectRC frameen_US
dc.subjectseismic effecten_US
dc.subjectinfill wallen_US
dc.subjectprecast panelen_US
dc.titleA study on strengthening of reinforced concrete frames using precast concrete panelsen_US
dc.typeArticleen_US

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