An experimental study on the seismic performance improvement of nonductile reinforced concrete structures with external shearwall application

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dc.contributor.authorBahadir, F.
dc.contributor.authorBalik, F. S.
dc.contributor.authorKorkmaz, H. H.
dc.contributor.authorKamanh, M.
dc.contributor.authorUnal, A.
dc.date.accessioned2020-03-26T19:00:46Z
dc.date.available2020-03-26T19:00:46Z
dc.date.issued2015
dc.departmentSelçuk Üniversitesien_US
dc.descriptionFOURTH INTERNATIONAL SYMPOSIUM ON LIFE-CYCLE CIVIL ENGINEERING -- NOV 16-19, 2014 -- TOKYO, JAPANen_US
dc.description.abstractTurkey lies over one of the most active seismic zones in the world. Several destructive earthquakes resulted in high dead losses in the last century. This shows that the residental buildings with poor earthquake resistance must be rehabilitated with rapid, economical, feasible, functional and effective strengthening methods. In this study, six reinforced concrete frames with one bay-two storeys and in 1/3 scale were tested. The specimens contained several deficiencies that were commonly observed in residential buildings in Turkey. The applied lateral loading was reversed cyclic loading that simulates the earthquake exicitions. First specimen was the reference specimen and didn't contain any strengthening. The other specimens were strengthened with external RC shear walls with or without window openings. The size and position of the openings are parameters in the study. Columns of the frames also jacketed with reinforced concrete. The hysteresis curves and envelope curves were presented within the paper. In the conclusion, the capacity increase of the frame was discussed and several recommendations were presented. Test results showed that external shear walls significantly improved the lateral load carrying capacity, stiffuess and energy dissipation capacity of the bare frame.en_US
dc.identifier.endpage2081en_US
dc.identifier.isbn978-1-315-76180-0; 978-1-138-00120-6
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage2075en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/31832
dc.identifier.wosWOS:000380508800279en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherCRC PRESS-TAYLOR & FRANCIS GROUPen_US
dc.relation.ispartofLIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENTen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectRC framesen_US
dc.subjectReverse-cyclic lateral loadingen_US
dc.subjectExternal Shear Wallen_US
dc.subjectStrengtheningen_US
dc.subjectWindow openingen_US
dc.titleAn experimental study on the seismic performance improvement of nonductile reinforced concrete structures with external shearwall applicationen_US
dc.typeConference Objecten_US

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