Strengthening of Reinforced Concrete Frames Not Designed According to TDY2007 With External Shear Walls

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dc.contributor.authorUnal, Alptug
dc.contributor.authorKaltakci, Mevlut Yasar
dc.contributor.authorBalik, Fatih Suleyman
dc.contributor.authorKorkmaz, Hasan Husnu
dc.contributor.authorBahadir, Fatih
dc.contributor.authorKorkmaz, Serra Zerrin
dc.contributor.authorKamanli, Mehmet
dc.date.accessioned2020-03-26T18:43:31Z
dc.date.available2020-03-26T18:43:31Z
dc.date.issued2013
dc.departmentSelçuk Üniversitesien_US
dc.description4th International Conference on Multi-Functional Materials and Structures (MFMS 2013) -- JUL 14-17, 2013 -- King Mongkut's Univ Technol Thonburi, Bangkok, THAILANDen_US
dc.description.abstractRecently repair and strengthening of existing buildings become a popular research topic. The strengthening of buildings necessitates the evacuation of the structure. On the other hand, school, hospital type structures must continue their function. In this study exterior shear wall addition to the existing exterior frames is proposed. Since the application is applied to the exterior of the building, the structure can continue its function during the application. In this study, 1/3 scaled 4 specimens were tested under reversed cyclic loading simulating the seismic action. First reference specimen was the bare frame and didn't contain a strengthening and tested to see the reference behavior. Specimens have several design mistakes to represent the existing older structures. The other specimens retrofitted with different configurations. The second specimen was strengthened with exterior shear walls and contained a window opening. The last specimen was also retrofitted with exterior shear wall but the shear walls were divided into two pieces. The load-displacement curves, envelope curves, relative displacement curves, energy absorption curves and rigidity curves were presented and compared within the paper. In the conclusion, the capacity increase of the frame was discussed and several recommendations were presented.en_US
dc.description.sponsorshipKing Mongkut's Univ Technol Thonburi, King Mongkut's Technol Thonburi, Sch Energy Environm & Mat, King Mongkut's Univ Technol Thonburi, Polym Process & Flow Res Grp, Thai Journal Citat Index Ctr, Siam Cement Publ Co, Global Connect Publ Co Ltd, V P Wood Co Ltden_US
dc.identifier.doi10.4028/www.scientific.net/AMR.747.433en_US
dc.identifier.endpage+en_US
dc.identifier.isbn978-3-03785-771-7
dc.identifier.issn1022-6680en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage433en_US
dc.identifier.urihttps://dx.doi.org/10.4028/www.scientific.net/AMR.747.433
dc.identifier.urihttps://hdl.handle.net/20.500.12395/29843
dc.identifier.volume747en_US
dc.identifier.wosWOS:000336185200100en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTRANS TECH PUBLICATIONS LTDen_US
dc.relation.ispartofMULTI-FUNCTIONAL MATERIALS AND STRUCTURES IVen_US
dc.relation.ispartofseriesAdvanced Materials Research
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectEarthquakeen_US
dc.subjectbehavioren_US
dc.subjectexterior shear wallen_US
dc.subjectstrengtheningen_US
dc.subjectdesign and construction mistakesen_US
dc.titleStrengthening of Reinforced Concrete Frames Not Designed According to TDY2007 With External Shear Wallsen_US
dc.typeConference Objecten_US

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