Behaviour of brick infill walls strengthened with expanded steel plates

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dc.contributor.authorCumhur, Alper
dc.contributor.authorAltundal, Adil
dc.contributor.authorKalkan, Ilker
dc.contributor.authorAykac, Sabahattin
dc.date.accessioned2020-06-25T18:16:07Z
dc.date.available2020-06-25T18:16:07Z
dc.date.issued2016
dc.departmentKırıkkale Üniversitesi
dc.description.abstractThe present study was dedicated to investigate an effective, economical and convenient method for strengthening brick infill walls, i.e. the use of externally-bonded expanded steel plates. A total of 30 plastered wall assemblies were tested under monotonic diagonal loading to investigate the contribution of these plates to the load capacities, ductilities and rigidities of brick walls. The plate thickness, bolt spacing and location of the plates in the wall were the parameters of the test program. The experiments indicated that application of the plates on the outermost fine plaster layer significantly improves the diagonal load-deflection behaviour of infill walls and reducing the bolt spacing provides the strengthened walls with higher load capacity values. An analytical expression was developed for estimating the diagonal load capacities of plated brick walls. The analytical load estimates were found to be in close agreement with the experimental values.en_US
dc.description.sponsorshipSakarya University Scientific Research Projects Coordination UnitSakarya University [2012-01-04-019]en_US
dc.description.sponsorshipThe study is funded by the Sakarya University Scientific Research Projects Coordination Unit with the Project Number 2012-01-04-019. This support is gratefully acknowledged. The experiments were conducted at the Structural Mechanics Laboratory of Gazi University, Ankara.en_US
dc.identifier.citationclosedAccessen_US
dc.identifier.doi10.1007/s10518-016-9927-2
dc.identifier.endpage3258en_US
dc.identifier.issn1570-761X
dc.identifier.issn1573-1456
dc.identifier.issue11en_US
dc.identifier.scopus2-s2.0-84966694913
dc.identifier.scopusqualityQ1
dc.identifier.startpage3231en_US
dc.identifier.urihttps://doi.org/10.1007/s10518-016-9927-2
dc.identifier.urihttps://hdl.handle.net/20.500.12587/6423
dc.identifier.volume14en_US
dc.identifier.wosWOS:000386073200013
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringeren_US
dc.relation.ispartofBulletin Of Earthquake Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectInfill wallen_US
dc.subjectRehabilitationen_US
dc.subjectSeismic strengtheningen_US
dc.subjectExternal plateen_US
dc.subjectEarthquake behaviouren_US
dc.titleBehaviour of brick infill walls strengthened with expanded steel platesen_US
dc.typeArticle

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