Seismic Behavior of Lap Splice Reinforced Concrete Frames with Light-Steel-Framed Walls and Different Anchorage Details

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dc.contributor.authorBalik, Fatih Suleyman
dc.contributor.authorBahadir, Fatih
dc.contributor.authorKamanli, Mehmet
dc.date.accessioned2024-02-23T14:20:23Z
dc.date.available2024-02-23T14:20:23Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractIn this study, the seismic behavior of light-steel-framed, infill-walled, lap splice reinforced concrete (RC) frames covered with steel sheets was experimentally investigated. A total of four RC frames to 1/5 scale, single-span and having two stories were produced for the experiments. One of the frames was a double-skeleton light-steel-framed infill-walled specimen having an anchorage spacing of 130 mm in the columns and the connection of the steel sheet plates to the profiles was made using self-drilling screws, and the other one had a 65 mm anchorage spacing in the columns and the connection of the steel sheet plates to the profiles was made using bolts. Two reference specimens were used. These are the bare frame and the aerated concrete infill wall frame. Tests of these specimens were carried out under constant axial load and reversed-cyclic lateral load. As a result of this study, it was observed that double-skeleton systems contributed positively to the lateral load-carrying capacity, energy-dissipation and initial stiffness of the RC frame. Additionally, it was concluded that the strength and energy-dissipation feature of the specimen could be increased by reducing the anchorage spacing in light-steel-framed wall systems and by attaching the steel sheet plate to the profiles using bolts.en_US
dc.identifier.doi10.1080/10168664.2022.2073941
dc.identifier.endpage497en_US
dc.identifier.issn1016-8664
dc.identifier.issn1683-0350
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85131598404en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage488en_US
dc.identifier.urihttps://doi.org/10.1080/10168664.2022.2073941
dc.identifier.urihttps://hdl.handle.net/20.500.12452/13144
dc.identifier.volume33en_US
dc.identifier.wosWOS:000807016300001en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTaylor & Francis Ltden_US
dc.relation.ispartofStructural Engineering Internationalen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectReinforced Concrete Frameen_US
dc.subjectLight-Steel-Framed Infill Wallsen_US
dc.subjectReversed-Cyclic Lateral Loadingen_US
dc.subjectLoad-Carrying-Capacityen_US
dc.subjectEnergy-Disspationen_US
dc.subjectInitial Stiffnessen_US
dc.titleSeismic Behavior of Lap Splice Reinforced Concrete Frames with Light-Steel-Framed Walls and Different Anchorage Detailsen_US
dc.typeArticleen_US

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