Strengthening of Gravity Load Designed Reinforced Concrete Frames With the External RC Shear Walls

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dc.contributor.authorBahadir, Fatih
dc.contributor.authorKamanli, Mehmet
dc.contributor.authorKorkmaz, Hasan Husnu
dc.contributor.authorBalik, Fatih Suleyman
dc.contributor.authorUnal, Alptug
dc.contributor.authorKorkmaz, Serra Zerrin
dc.date.accessioned2020-03-26T18:43:30Z
dc.date.available2020-03-26T18:43:30Z
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.abstractTurkey is situated on a very earthquake zone of the world namely Alp-Himalayan Earthquake Zone. Several destructive earthquakes resulted in high dead losses in the last century. Turkish building stock consisted of nonductile RC framed structures commonly 3 to 7 stories. The common properties of the existing structures is the poor lateral resistance. The residental buildings with poor earthquake resistance must be rehabilitated with a rapid, economical, feasible and effective strengthening methods. The external shear wall addition to the existing poor frame is studied experimentally in this study. 6 specimens were tested under reversed cyclic lateral loading simulating the seismic action. The first specimen was the reference specimen and didn't contain any strengthening and tested to see reference behaviour. The other specimens were strengthened with external shear walls with or without openings. The size of the openings is a parameter in the study. Secons specimen didn't contain any opening. Columns of the frames also jacketed with reinforced concrete. The maximum lateral load carrying capacity, ductility capacities, energy consuption capacities, improvement in the lateral rigidities were investigated.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.747.265en_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.startpage265en_US
dc.identifier.urihttps://dx.doi.org/10.4028/www.scientific.net/AMR.747.265
dc.identifier.urihttps://hdl.handle.net/20.500.12395/29842
dc.identifier.volume747en_US
dc.identifier.wosWOS:000336185200062en_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.subjectreversed cyclic loadingen_US
dc.subjectreinforced concreteen_US
dc.subjectwindow opening in shear wallen_US
dc.subjectshear wallen_US
dc.titleStrengthening of Gravity Load Designed Reinforced Concrete Frames With the External RC Shear Wallsen_US
dc.typeConference Objecten_US

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