Retrofit of Non-Ductile RC Frames with Precast Concrete (PC) Wall Panels

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dc.contributor.authorBaran, Mehmet
dc.contributor.authorTankut, Tugrul
dc.date.accessioned2020-06-25T17:51:33Z
dc.date.available2020-06-25T17:51:33Z
dc.date.issued2011
dc.departmentKırıkkale Üniversitesi
dc.descriptionBaran, Mehmet/0000-0001-6674-7308
dc.description.abstractAn economic, structurally effective and practically applicable strengthening method had been developed for reinforced concrete (RC) framed buildings. This study presents the test results on strengthening of deficient RC frames by using high strength precast concrete (PC) panels. The idea of the method is to convert the existing hollow brick infill wall into a load carrying system by bonding PC panels on to the plastered hollow brick infills. For this purpose, six (two reference and four strengthened) one-third scale, one bay, two storey deficient RC frames were tested under reversed-cyclic lateral loads. Test frames were designed and constructed with common deficiencies observed in practice. Panels having two different shapes were used as strengthening agencies. Test results showed that both strength and stiffness of the test frames were significantly improved by the introduction of PC panels. Experimental results were compared with the analytical approaches suggested by the authors.en_US
dc.description.sponsorshipScientific and Technical Research Council of TurkeyTurkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [TUBITAK-ICTAG I 575]; North Atlantic Treaty OrganizationNATO [NATO-SFP 977231]en_US
dc.description.sponsorshipThe writers gratefully acknowledge the supports of Prof. Ugur ERSOY and Prof. Guney OZCEBE. The financial support given by the Scientific and Technical Research Council of Turkey (TUBITAK-ICTAG I 575) and North Atlantic Treaty Organization (NATO-SFP 977231) are also acknowledged.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.1260/1369-4332.14.6.1149
dc.identifier.endpage1166en_US
dc.identifier.issn1369-4332
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-82955225168
dc.identifier.scopusqualityQ2
dc.identifier.startpage1149en_US
dc.identifier.urihttps://doi.org/10.1260/1369-4332.14.6.1149
dc.identifier.urihttps://hdl.handle.net/20.500.12587/4907
dc.identifier.volume14en_US
dc.identifier.wosWOS:000297277800012
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherMulti-Science Publ Co Ltden_US
dc.relation.ispartofAdvances In Structural Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectstrengtheningen_US
dc.subjectreinforced concrete framesen_US
dc.subjectprecast concrete panelsen_US
dc.subjectlap spliceen_US
dc.titleRetrofit of Non-Ductile RC Frames with Precast Concrete (PC) Wall Panelsen_US
dc.typeArticle

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