The effect of material type and joint thickness on wall behavior in conventional masonry walls

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dc.contributor.authorZengin, Basak
dc.contributor.authorToydemir, Burak
dc.contributor.authorKocak, Ali
dc.date.accessioned2021-01-25T21:48:01Z
dc.date.available2021-01-25T21:48:01Z
dc.date.issued2020
dc.departmentİstanbul Ticaret Üniversitesien_US
dc.description.abstractMasonry walls are systems that are typically preferred in conventional structures. The complex structure of masonry walls makes it harder to determine wall behavior; however, wall behavior is affected by the types of material used in conventional walls and the way in which joints interact with masonry units. The aim of this study is to investigate the effect of joint thickness and material factors on wall performance. To accomplish this, materials used in historical and conventional structures are preferred. This study involved hollow bricks, clay bricks, NHL 3.5, and CEM 32.5. Three different joint thicknesses were used to set up 12 different combinations. Damage estimation of the wall was carried out by moving a live load under a constant vertical load. Different materials of different joint thicknesses and mechanical properties were studied for their effects on the wall. The results indicated that a joint thickness of 20 mm preferred in wall production was more convenient. The strength of walls produced from durable material was found to be higher.en_US
dc.description.sponsorshipYildiz Technical UniversityYildiz Technical University [2016-05-01-DOP05]en_US
dc.description.sponsorshipThis research was supported financially by Yildiz Technical University under contract 2016-05-01-DOP05.en_US
dc.identifier.doi10.1139/cjce-2018-0426en_US
dc.identifier.endpage735en_US
dc.identifier.issn0315-1468
dc.identifier.issn1208-6029
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85085952766en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage729en_US
dc.identifier.urihttps://doi.org/10.1139/cjce-2018-0426
dc.identifier.urihttps://hdl.handle.net/11467/4486
dc.identifier.volume47en_US
dc.identifier.wosWOS:000537819700007en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherCANADIAN SCIENCE PUBLISHINGen_US
dc.relation.ispartofCANADIAN JOURNAL OF CIVIL ENGINEERINGen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectconventional wallen_US
dc.subjectjoint thicknessen_US
dc.subjectmortaren_US
dc.subjectmasonry uniten_US
dc.subjectlateral and vertical loadsen_US
dc.titleThe effect of material type and joint thickness on wall behavior in conventional masonry wallsen_US
dc.typeArticleen_US

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