An experimental study on cyclic behavior of aerated concrete block masonry walls retrofitted with different methods

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dc.contributor.authorArslan, Mehmet Emin
dc.contributor.authorCelebi, Erkan
dc.date.accessioned2020-04-30T22:39:12Z
dc.date.available2020-04-30T22:39:12Z
dc.date.issued2019
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionArslan, Mehmet Emin/0000-0002-7582-638Xen_US
dc.descriptionWOS: 000458942400022en_US
dc.description.abstractDue to the insufficiency of the ductility, stability and low tensile stress capacity of the masonry shear walls responsible for carrying lateral loads, traditional brickwork masonry structures considered to be designed only under vertical service loads have been badly affected by the past severe earthquakes. The vulnerability of the existing masonry buildings can be decreased considerably by employing efficient retrofitting methods. This research work primarily aims to investigate experimentally cyclic behavior of aerated concrete block masonry walls before and after application of a special fiber retrofitting system. The investigated retrofitting system consists of multi-axial hybrid fabric made of alkali resistant glass polypropylene fibers for earthquake protection and white cement based plaster mortar with natural hydraulic lime. Another type of mortar with different material content was also tested to assess the adherence effect to the seismic retrofitting textile. The experimental results of this study were given with respect to force-displacement curves comparatively for all considered test specimens. It is concluded that the strength and the ductility capacity increased considerably by applying of the seismic textile, especially for two-sided retrofitting application with expanded glass granular made plastering. (C) 2018 Elsevier Ltd. All rights reserved.en_US
dc.identifier.doi10.1016/j.conbuildmat.2018.12.132en_US
dc.identifier.endpage239en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage226en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2018.12.132
dc.identifier.urihttps://hdl.handle.net/20.500.12684/2637
dc.identifier.volume200en_US
dc.identifier.wosWOS:000458942400022en_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.subjectDisplacement controlled cyclic loading testsen_US
dc.subjectWall retrofittingen_US
dc.subjectSeismic fabricen_US
dc.subjectAerated concrete blocken_US
dc.subjectExpanded glass granular plasteren_US
dc.subjectWhite cement based organic matrixen_US
dc.titleAn experimental study on cyclic behavior of aerated concrete block masonry walls retrofitted with different methodsen_US
dc.typeArticleen_US

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