Effect of Internal and External Shear Wall Location on Strengthening Weak RC Frames

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dc.contributor.authorKaltakcı, M. Y.
dc.contributor.authorArslan, M. H.
dc.contributor.authorYavuz, G.
dc.date.accessioned2020-03-26T17:47:59Z
dc.date.available2020-03-26T17:47:59Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractHundreds of thousands of Reinforced Concrete (RC) buildings have been either seriously damaged or have completely collapsed due to major earthquakes in recent years in Turkey, therefore, the construction of RC buildings gained momentum by the aid of scientific studies on strengthening. As well as mentioning the importance of the strengthening process using Shear Walls (SW) in RC buildings of poor earthquake performance, an experimental study carried out to analyze the influence of the location of a SW on the existing system was also mentioned in this study. A total of three, two-storey, two-bay RC frames of 1/3 scale were produced for the experiments by expecting them to represent the behavior of the RC frames having weak earthquake strength; two of which were strengthened with SWs. The main aim of this study is to compare the effectiveness of internal and external SW locations on strengthened weak, RC frame earthquake behavior. The strength, stiffness and ductility of the tested frames were compared within the light of numerical results obtained from the experiments. In the study, an overall comparison of strengthening methods was made in terms of applicability, usability and cost.en_US
dc.description.sponsorshipS.U. - BAPSelcuk University [018-2002, 143-2004]en_US
dc.description.sponsorshipThis study was supported financially by S.U. - BAP (018-2002 and 143-2004). The authors also thank Prof. Dr. E. Atimtay (METU) for his valuable assistance.en_US
dc.identifier.citationKaltakcı, M. Y., Arslan, M. H., Yavuz, G., (2010). Effect of Internal and External Shear Wall Location on Strengthening Weak RC Frames. Scientia Iranica Transaction A-Civil Engineering, 17(4), 312-323.
dc.identifier.endpage323en_US
dc.identifier.issn1026-3098en_US
dc.identifier.issue4en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage312en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/24805
dc.identifier.volume17en_US
dc.identifier.wosWOS:000281884900006en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorKaltakcı, M. Y.
dc.institutionauthorArslan, M. H.
dc.institutionauthorYavuz, G.
dc.language.isoenen_US
dc.publisherSHARIF UNIV TECHen_US
dc.relation.ispartofScientia Iranica Transaction A-Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectExperimental studyen_US
dc.subjectReinforced concreteen_US
dc.subjectShear wallen_US
dc.subjectStrengtheningen_US
dc.subjectEarthquake damageen_US
dc.subjectPushoveren_US
dc.titleEffect of Internal and External Shear Wall Location on Strengthening Weak RC Framesen_US
dc.typeArticleen_US

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