New metal connectors developed to improve the shear strength of stone masonry walls

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dc.contributor.authorKarabörk, Turan
dc.contributor.authorKoçak, Yılmaz
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T09:19:28Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T09:19:28Z
dc.date.issued2014
dc.departmentMühendislik Fakültesi
dc.description.abstractStone masonry structures are widely used around the world, but they deteriorate easily, due to low shear strength capacity. Many techniques have been developed to increase the shear strength of stone masonry constructions. The aim of this experimental study was to investigate the performance of stone masonry walls strengthened by metal connectors as an alternative shear reinforcement technique. For this purpose, three new metal connector (clamp) types were developed. The shear strength of the walls was improved by applying these clamps to stone masonry walls. Ten stone masonry walls were structurally tested in diagonal compression. Various parameters regarding the in-plane behavior of strengthening stone masonry walls, including shear strength, failure modes, maximum drift, ductility, and shear modulus, were investigated. Experimentally obtained shear strengths were confirmed by empirical equations. The results of the study suggest that the new clamps developed for the study effectively increased the levels of shear strength and ductility of masonry constructions.
dc.identifier.doi10.12989/sem.2014.50.1.121
dc.identifier.endpage135en_US
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ2
dc.identifier.startpage121en_US
dc.identifier.urihttps://doi.org/10.12989/sem.2014.50.1.121
dc.identifier.urihttps://hdl.handle.net/20.500.12451/4997
dc.identifier.volume50en_US
dc.identifier.wosWOS:000338119900008
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectStone Masonry Wall
dc.subjectClamp
dc.subjectDiagonal Testing
dc.subjectStrengthening
dc.subjectShear strength
dc.subjectFailure
dc.titleNew metal connectors developed to improve the shear strength of stone masonry walls
dc.typeArticle

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