Experimental study of strengthening of RC frames with column retrofitting

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dc.authorid0000-0003-2945-8325en_US
dc.authorid0000-0002-2421-5634en_US
dc.authorid0000-0001-8656-5624en_US
dc.authorid0000-0001-8455-6724en_US
dc.authorid0000-0002-1806-2774en_US
dc.authorid0000-0003-3708-3084en_US
dc.contributor.authorUnal, Alptug
dc.contributor.authorBalik, Fatih Suleyman
dc.contributor.authorBahadir, Fatih
dc.contributor.authorKorkmaz, Hasan Husnu
dc.contributor.authorKaltakci, Mevlut Yasar
dc.contributor.authorKamanli, Mehmet
dc.date.accessioned2021-01-20T07:21:32Z
dc.date.available2021-01-20T07:21:32Z
dc.date.issued2014en_US
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractRecently, researches related with strengthening have been increased. In most of these studies, strengthening of reinforced concrete frames with inadequate earthquake resistance was searched. However, it is known that there are buildings with inadequate earthquake resistance as well as buildings with both inadequate earthquake resistance and inadequate axial load bearing capacity. A 1/3 geometric scaled reinforced concrete frame with inadequate earthquake resistance and inadequate axial load strength modeled as a sample building was strengthened with column retrofitting and tested under vertical and lateral loads. In this study, two 1/3 geometric scaled specimens were tested under the effect of reversible repeatable lateral loads simulating earthquake. One of these samples is a bare reinforced concrete frame representing buildings with inadequate earthquake resistance and axial load strength as well as including building defects without any strengthening which are frequently encountered in our country. The second experiment element was constructed in order to represent the buildings which necessitate strengthening due to earthquake loads and axial loads. In this specimen, the columns were strengthened by retrofitting from three sides. The hysteresis curves, envelope curves, rigidity, ductility and consumed energy graphs of these tested elements are given and the differences between them were investigated and interpreted. In the final section, the experimental results obtained were evaluated, interpreted and suggestions were made.en_US
dc.identifier.citationUnal, A., Balik, F. S., Bahadir, F., Korkmaz, H. H., Kaltakci, M. Y., Kamanli, M. (2012). Experimental study of strengthening of RC frames with column retrofitting . Journal of Selcuk University Natural and Applied Science, 3, (3), 39-54.en_US
dc.identifier.endpage54en_US
dc.identifier.issn2147-3781en_US
dc.identifier.issue3en_US
dc.identifier.startpage39en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/41112
dc.identifier.volume3en_US
dc.language.isotren_US
dc.publisherSelçuk Üniversitesien_US
dc.relation.ispartofJournal of Selcuk University Natural and Applied Scienceen_US
dc.relation.publicationcategoryMakale - Ulusal - Editör Denetimli Dergien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectBehavioren_US
dc.subjectcolumn retrofitteden_US
dc.subjectdesign and construction defectsen_US
dc.subjectearthquakeen_US
dc.subjectstrengtheningen_US
dc.titleExperimental study of strengthening of RC frames with column retrofittingen_US
dc.typeArticleen_US

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