Cyclic behaviors of different type of hollow brick infill walls: A hinged rigid frame approach

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dc.contributor.authorPul, Selim
dc.contributor.authorArslan, Mehmet Emin
dc.date.accessioned2020-05-01T09:11:16Z
dc.date.available2020-05-01T09:11:16Z
dc.date.issued2019
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionArslan, Mehmet Emin/0000-0002-7582-638Xen_US
dc.descriptionWOS: 000466999500078en_US
dc.description.abstractThe main purpose of this study is to examine the behavior of the brick masonry and infill walls under cyclic horizontal loads, irrespective of reinforced concrete frames. For this purpose, the test walls, which are produced as non-plastered (plane), two side plastered and two side plastered and strengthened with zinc coated steel wire mesh by using vertical and horizontal hollow brick walls were tested in a rigid hinged steel loading frame under lateral cyclic loading. The findings were evaluated in terms of load carrying capacity, ductility and energy dissipation capacities. The tests carried out showed that the expected increases were provided any type of plastered walls in terms of stiffness with respect to the reference non-plastered walls. Besides this, wired mesh used in plastered walls increased significantly the ductility and consequently the energy dissipation capacity of the walls by maintaining wall integrity in an advanced stage of the loading. Also, both hollow brick and vertical brick infill walls strengthening with wired mesh increase load carrying capacity of the wall test specimens. Load carrying and energy dissipation capacities of wire meshed specimens almost five times more than those of plane test walls. (C) 2019 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.conbuildmat.2019.03.285en_US
dc.identifier.endpage908en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage899en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2019.03.285
dc.identifier.urihttps://hdl.handle.net/20.500.12684/5448
dc.identifier.volume211en_US
dc.identifier.wosWOS:000466999500078en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction And Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHollow brick infill wallsen_US
dc.subjectCyclic loadingen_US
dc.subjectLoad carrying capacityen_US
dc.subjectEnergy dissipation capacityen_US
dc.subjectSteel wire meshen_US
dc.titleCyclic behaviors of different type of hollow brick infill walls: A hinged rigid frame approachen_US
dc.typeArticleen_US

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