Effects of Plaster Thicknesses on Cyclic Behavior of Infill Walls with Different Materials

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dc.contributor.authorArslan, Mehmet Emin
dc.contributor.authorAgcakoca, Elif
dc.contributor.authorSenturk, Merve
dc.date.accessioned2021-12-01T18:48:27Z
dc.date.available2021-12-01T18:48:27Z
dc.date.issued2020
dc.department[Belirlenecek]en_US
dc.description.abstractReinforced concrete structure systems are usually designed as frame or shear wall-frame systems. It is possible to reduce the deformation and displacement in the system by increasing the structural stiffness. Besides, large displacements on the floors caused by horizontal load are damped by the cracks in these walls. The present paper aims to examine the effects of materials used in the wall construction as well as thickness of the plaster on the behavior of infill walls under cyclic loads. In order to investigate the above mentioned effects, three Infill walls that were produced from three different materials namely, horizontal hollow bricks, pumice blocks and aerated concrete blocks were tested in three setups (without plaster, with 1 cm plaster and 2.5 cm plaster on it). In order to determine pure wall contribution, the infill walls were placed in a steel frame test set-up which was hinged from all four corners and were then exposed to cyclic loads taking into account the displacement controlled loading protocol proposed in FEMA 461. Right after applying the plaster to the infill walls, load carrying and energy dissipation capacities of the walls were examined comparatively. Load-displacement, backbone curve and cumulative dissipated energy curves of each infill walls are generated using the data collected from the experiments and the infill walls behaviors are graphically explained. Test results showed that existence and thickness of plaster significantly affected cyclic behavior of the test walls by increasing energy dissipation capacities and load carrying capacities.en_US
dc.identifier.doi10.3311/PPci.15555
dc.identifier.endpage689en_US
dc.identifier.issn0553-6626
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85090093876en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage678en_US
dc.identifier.urihttps://doi.org/10.3311/PPci.15555
dc.identifier.urihttps://hdl.handle.net/20.500.12684/10536
dc.identifier.volume64en_US
dc.identifier.wosWOS:000565919900006en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherBudapest Univ Technology Economicsen_US
dc.relation.ispartofPeriodica Polytechnica-Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectinfill wallsen_US
dc.subjectplaster thicknessesen_US
dc.subjectcyclic loadingen_US
dc.subjectbricksen_US
dc.subjectpumice blocksen_US
dc.subjectaerated concrete blocksen_US
dc.subjectload carryingen_US
dc.subjectenergy dissipationsen_US
dc.subjectMasonry Wallsen_US
dc.subjectRc Framesen_US
dc.subjectCfrpen_US
dc.titleEffects of Plaster Thicknesses on Cyclic Behavior of Infill Walls with Different Materialsen_US
dc.typeArticleen_US

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