Effects of basalt and glass fiber composites usage for strengthening on the cyclic behavior of brick infill walls

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dc.authoridSubaşı, Serkan/0000-0001-7826-1348
dc.authorwosidMaraşlı, Muhammed/HCI-9743-2022
dc.contributor.authorArslan, Mehmet Emin
dc.contributor.authorAykanat, Batuhan
dc.contributor.authorAyyıldız, Mehmet Ali
dc.contributor.authorSubaşı, Serkan
dc.contributor.authorMaraşlı, Muhammed
dc.date.accessioned2023-07-26T11:53:57Z
dc.date.available2023-07-26T11:53:57Z
dc.date.issued2022
dc.departmentDÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIn the current study, the effects of 10 mm bilaterally applied basalt fiber reinforced concrete (BRC) and glass fiber reinforced concrete (GRC) plasters with different fiber content (1.0%, 2.0% and 3.0%) on the behavior of the brick infill walls were investigated. For this purpose, strengthened brick infill walls placed in a hinged steel frame on all four corners were examined comparatively with their non-plastered and ordinary cement plastered conditions under cyclic loading. The load carrying capacities, displacement ductility, stiffness degradation and energy dissipation capacities of infill walls were determined using obtained results. The test results showed that brick walls with 1.0% glass fiber and 2.0% basalt fiber content showed the best performance in terms of load carrying and energy dissipation capacity. Also brick wall with 1.0% glass fiber content has the lowest stiffness degradation decrease at the ultimate drift ratio. In addition to all these, it has been observed that the mechanical behavior of the walls strengthened with plasters containing different percentages of fiber has improved considerably compered to non-plastered and ordinary cement plastered brick walls. This situation reveals that basalt and glass fiber plasters can be used to strengthen the walls. It is recommended that this method can be used quickly and effectively in the reinforcement of masonry structures, which have a large amount in the existing building stock.en_US
dc.identifier.doi10.1016/j.jobe.2022.104405
dc.identifier.issn2352-7102
dc.identifier.scopus2-s2.0-85126694626en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2022.104405
dc.identifier.urihttps://hdl.handle.net/20.500.12684/12671
dc.identifier.volume52en_US
dc.identifier.wosWOS:000793708400001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorArslan, Mehmet Emin
dc.institutionauthorAykanat, Batuhan
dc.institutionauthorAyyıldız, Mehmet Ali
dc.institutionauthorSubaşı, Serkan
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal of Building Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz$2023V1Guncelleme$en_US
dc.subjectGlass Fiber Reinforced Concrete; Basalt Fiber Reinforced Concrete; Brick Infill Wall; Strengthening; Cyclic Behavioren_US
dc.subjectSquare Concrete Columns; Of-Plane Behavior; Seismic Behavior; Steel; Trussen_US
dc.titleEffects of basalt and glass fiber composites usage for strengthening on the cyclic behavior of brick infill wallsen_US
dc.typeArticleen_US

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