Strengthening of deficient RC frames with high strength concrete panels: an experimental study

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dc.contributor.authorBaran, Mehmet
dc.contributor.authorSusoy, Melih
dc.contributor.authorTankut, Tugrul
dc.date.accessioned2020-06-25T17:52:03Z
dc.date.available2020-06-25T17:52:03Z
dc.date.issued2011
dc.departmentKırıkkale Üniversitesi
dc.descriptionBaran, Mehmet/0000-0001-6674-7308
dc.description.abstractAn economic, structurally effective and practically applicable strengthening technique was developed for reinforced concrete (RC) framed buildings. The idea of the technique is to convert the existing hollow brick infill wall into a load carrying system acting as a cast-in-place RC infill wall by bonding relatively thin high strength precast concrete PC panels to the plastered hollow brick infill. For this purpose, a total of eight one-third scale, one bay, one story frames were tested under reversed-cyclic lateral loads. Test frames were designed and constructed with common deficiencies observed in practice. Four different panel types were used for strengthening. Test results showed that both strength and stiffness of the 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 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 gratefully acknowledged.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.endpage196en_US
dc.identifier.issn1225-4568
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-78651322766
dc.identifier.scopusqualityQ2
dc.identifier.startpage177en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12587/5064
dc.identifier.volume37en_US
dc.identifier.wosWOS:000285736900004
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Pressen_US
dc.relation.ispartofStructural Engineering And Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectstrengtheningen_US
dc.subjectreinforced concreteen_US
dc.subjecthollow brick infill wallen_US
dc.subjectprecast concrete panelsen_US
dc.subjectlap spliceen_US
dc.titleStrengthening of deficient RC frames with high strength concrete panels: an experimental studyen_US
dc.typeArticle

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