Shear tests on stone masonry walls with metal connectors

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dc.authoridUral, Ali -- 0000-0001-8674-6169
dc.contributor.authorUral, Ali
dc.contributor.authorUslu, Suat
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T09:19:33Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T09:19:33Z
dc.date.issued2014
dc.departmentMühendislik Fakültesi
dc.description.abstractMany strengthening techniques for masonry structures have been thoroughly investigated in various studies. Nevertheless, there is still a lack of information on the shear effects of metal connectors used in historical masonry structures. This paper presents the investigation of the effectiveness of metal connectors in relation to the shear collapse mechanism of stone masonry walls. A series of 12 stone masonry walls with metal connectors and an unreinforced masonry reference wall were subjected to shear forces. The test parameters were the length and number of clamps (horizontal metal connectors), and number of dowels (vertical metal connectors). The performance of the different metal connector configurations was compared in terms of strength and mechanism of failure. The results clearly show the effectiveness of metal connectors on shear behaviour of stone masonry walls.
dc.description.sponsorshipScientific Research Projects Coordination Office of Aksaray University [2012/08]
dc.description.sponsorshipThis study was conducted at the Structural Mechanics Laboratory of Aksaray University. The research was supported by the Scientific Research Projects Coordination Office of Aksaray University through project number: 2012/08.
dc.identifier.doi10.1080/19648189.2013.845857
dc.identifier.endpage86en_US
dc.identifier.issn1964-8189
dc.identifier.issn2116-7214
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ2
dc.identifier.startpage66en_US
dc.identifier.urihttps://doi.org/10.1080/19648189.2013.845857
dc.identifier.urihttps://hdl.handle.net/20.500.12451/5006
dc.identifier.volume18en_US
dc.identifier.wosWOS:000328670600004
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTAYLOR & FRANCIS LTD
dc.relation.ispartofEUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.subjectStone Masonry
dc.subjectMetal Connectors
dc.subjectDowel
dc.subjectClamp
dc.subjectShear Strength
dc.titleShear tests on stone masonry walls with metal connectors
dc.typeArticle

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