Testing and analysis of infilled reinforced concrete frames strengthened with CFRP reinforcement

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dc.contributor.authorAkin, E.
dc.contributor.authorCanbay, E.
dc.contributor.authorBinici, B.
dc.contributor.authorOzcebe, G.
dc.date.accessioned2020-03-26T18:16:30Z
dc.date.available2020-03-26T18:16:30Z
dc.date.issued2011
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThere is an excessive demand for the rehabilitation of frame-type RC buildings which do not satisfy current seismic code provisions. Therefore, it is imperative to develop user-friendly strengthening methodologies which do not necessitate the evacuation of the building during rehabilitation period. The aim of this study was to strengthen the masonry infill walls by means of diagonal carbon fiber-reinforced polymer fabrics and to integrate them with the existing structural frame in order to form a new lateral load resisting system. This study investigated the possible effects of height-to-width ratio of the infills on the overall behavior attained by the previously developed rehabilitation methodology. In the first part of the study, eight 1/3 scaled, one-bay, two-story RC frames with two different aspect ratios were tested. The experimental results in terms of lateral stiffness, strength, drift, and energy dissipation characteristics of the specimens were discussed. In the second part, a numerical study of the frames was conducted to estimate the non-linear behavior of the specimens.en_US
dc.description.sponsorshipBAP (Bilimsel Aras, tirma Projeleri) agency of TurkeyTurkiye Cumhuriyeti Kalkinma Bakanligi [BAP-08-11-DPT-2002K120510]; BAPen_US
dc.description.sponsorshipThis research received grant from BAP (Bilimsel Aras, tirma Projeleri) (grant no. BAP-08-11-DPT-2002K120510) agency of Turkey.; This study was conducted at METU Structural Mechanics Laboratory with the financial support of BAP.en_US
dc.identifier.doi10.1177/0731684411424631en_US
dc.identifier.endpage1620en_US
dc.identifier.issn0731-6844en_US
dc.identifier.issn1530-7964en_US
dc.identifier.issue19en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1605en_US
dc.identifier.urihttps://dx.doi.org/10.1177/0731684411424631
dc.identifier.urihttps://hdl.handle.net/20.500.12395/26881
dc.identifier.volume30en_US
dc.identifier.wosWOS:000298186900002en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSAGE PUBLICATIONS LTDen_US
dc.relation.ispartofJOURNAL OF REINFORCED PLASTICS AND COMPOSITESen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectreinforced concreteen_US
dc.subjectCFRPen_US
dc.subjectstrengtheningen_US
dc.subjectinfill wallsen_US
dc.titleTesting and analysis of infilled reinforced concrete frames strengthened with CFRP reinforcementen_US
dc.typeArticleen_US

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