Seismic strengthening of RC structures with exterior shear walls

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dc.authoridKaplan, Hasan/0000-0001-9956-8787
dc.authoridYilmaz, Salih/0000-0003-2428-9139
dc.contributor.authorKaplan, Hasan
dc.contributor.authorYilmaz, Salih
dc.contributor.authorCetinkaya, Nihat
dc.contributor.authorAtimtay, Ergin
dc.date.accessioned2024-08-04T20:43:57Z
dc.date.available2024-08-04T20:43:57Z
dc.date.issued2011
dc.departmentİnönü Üniversitesien_US
dc.description.abstractVulnerable buildings and their rehabilitation are important problems for earthquake regions. In recent decades the goal of building rehabilitation and strengthening has gained research attention and numerous techniques have been developed to achieve this. However, most of these strengthening techniques disturb the occupants, who must vacate the building during renovation. In this study, a new strengthening alternative for RC structures, namely exterior shear walls, has been experimentally investigated under reversed cyclic loading. Using the proposed technique, it is possible to strengthen structures without disturbing their users or vacating the building during renovation. In this technique, shear walls are installed in parallel to the building's exterior sides. It has been observed that the usage of exterior shear walls considerably improve the capacity and sway stiffness of RC structures. The experimental results have also been compared and found to be in agreement with the numerical solutions. Post attached exterior shear walls behaved as a monolithic member of the structure. Design considerations for the exterior shear wall-strengthened buildings have also been discussed in the paper.en_US
dc.description.sponsorshipState Planning Organization of Turkey [BAP-08-11-DPT.2004K120760]; Middle East Technical University (METU); Pamukkale University [PAUBAP-2006FBE020]en_US
dc.description.sponsorshipThis study has been carried out with the financial support of State Planning Organization of Turkey with grant number BAP-08-11-DPT.2004K120760, with Middle East Technical University (METU) coordination, and Pamukkale University with grant number PAUBAP-2006FBE020. This support is gratefully acknowledged.en_US
dc.identifier.doi10.1007/s12046-011-0002-z
dc.identifier.endpage34en_US
dc.identifier.issn0256-2499
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-85027938899en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage17en_US
dc.identifier.urihttps://doi.org/10.1007/s12046-011-0002-z
dc.identifier.urihttps://hdl.handle.net/11616/97937
dc.identifier.volume36en_US
dc.identifier.wosWOS:000290222900002en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherIndian Acad Sciencesen_US
dc.relation.ispartofSadhana-Academy Proceedings in Engineering Sciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectSeismic engineeringen_US
dc.subjectrehabilitationen_US
dc.subjectconcrete structuresen_US
dc.subjectexterior shear wallen_US
dc.subjectearthquake damageen_US
dc.titleSeismic strengthening of RC structures with exterior shear wallsen_US
dc.typeArticleen_US

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