Experimental Study on the Behaviour of Nonductile Infilled RC Frames Strengthened With External Mesh Reinforcement and Plaster Composite

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dc.contributor.authorKorkmaz, S. Z.
dc.contributor.authorKamanlı, Mehmet
dc.contributor.authorKorkmaz, H. H.
dc.contributor.authorDöndüren, Mahmud Sami
dc.contributor.authorÇöğürcü, Mustafa Tolga
dc.date.accessioned2020-03-26T17:48:40Z
dc.date.available2020-03-26T17:48:40Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractThe aim of this paper is to report on an experimental study about Turkish Earthquake Code on suggested strengthening method. The proposed method uses existing brick infill walls and the strengthening is done with the application of external mesh reinforcement and plaster. 5 nonductile 1/2 scaled, one bay, two storey RC specimens were tested under a reversed cyclic loading. The first two specimens were reference specimens and the other ones were strengthened with the proposed method. The specimens contained several design and construction mistakes such as low concrete quality and improper steel detailing. Strength, stiffness and storey drifts of the test specimens were measured. The results of the test on these frames were compared with the reference specimens. The effects of the reinforced mesh plaster application for strengthening on behaviour, strength, stiffness, failure mode and ductility of the specimens were investigated. Unexpected failure modes were observed during the testing and the results were summarized in this paper.en_US
dc.description.sponsorshipSelcuk UniversitySelcuk Universityen_US
dc.description.sponsorshipThis study was a part of the research project supported by the Selcuk University Scientific Research Project Office (BAP). The authors acknowledge Haluk Sucuoglu and Bora Acun for their contribution in the planning the experimental work and Serra Z. Korkmaz for paper preparation.en_US
dc.identifier.citationKorkmaz, S. Z., Kamanlı, M., Korkmaz, H. H., Döndüren, M. S., Çöğürcü, M. T., (2010). Experimental Study on the Behaviour of Nonductile Infilled RC Frames Strengthened With External Mesh Reinforcement and Plaster Composite. Natural Hazards and Earth System Sciences, 10(11), 2305-2316. Doi: 10.5194/nhess-10-2305-2010
dc.identifier.doi10.5194/nhess-10-2305-2010en_US
dc.identifier.endpage2316en_US
dc.identifier.issn1561-8633en_US
dc.identifier.issn1684-9981en_US
dc.identifier.issue11en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage2305en_US
dc.identifier.urihttps://dx.doi.org/10.5194/nhess-10-2305-2010
dc.identifier.urihttps://hdl.handle.net/20.500.12395/24922
dc.identifier.volume10en_US
dc.identifier.wosWOS:000284785800008en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorKorkmaz, S. Z.
dc.institutionauthorKamanlı, Mehmet
dc.institutionauthorKorkmaz, H. H.
dc.institutionauthorDöndüren, Mahmud Sami
dc.institutionauthorÇöğürcü, Mustafa Tolga
dc.language.isoenen_US
dc.publisherCopernicus Gesellschaft Mbhen_US
dc.relation.ispartofNatural Hazards and Earth System Sciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.titleExperimental Study on the Behaviour of Nonductile Infilled RC Frames Strengthened With External Mesh Reinforcement and Plaster Compositeen_US
dc.typeArticleen_US

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