The RC samples with infill walls strengthened with steel truss wires

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dc.contributor.authorAkin, S. Kamil
dc.contributor.authorBahadir, Fatih
dc.contributor.authorBalik, Fatih Suleyman
dc.contributor.authorTuran, Mustafa
dc.date.accessioned2024-02-23T14:12:27Z
dc.date.available2024-02-23T14:12:27Z
dc.date.issued2022
dc.departmentNEÜen_US
dc.description.abstractInfilled walls are frequently used to create interior spaces in the reinforced concrete (RC) buildings and to provide heat and sound insulation. However, under earthquake loads, the infill walls resist the load and displacement demands that occur in and out-of-plane. Severe damages of masonry infill walls in many the reinforced concrete frames have been observed after the 2011 Turkey/Van-Ercis earthquake. It is aimed to strengthen the horizontal and vertical joints of the infill walls in order to increase the contribution of the infill wall to RC frame and to restrict the out-of-plane movement of the walls caused by the earthquake in the buildings. In this study, five RC frames used in the experimental works have been produced with various structural defects, 1/5 scale, two-story and one-bay. Two of these RC frames were filled with autoclaved aerated concrete blocks and brick wall. Other two samples were strengthened by adding truss elements to horizontal joints of infill walls. In order to determine the seismic contribution of these strengthening works, reference sample was tested as bare frame. All test samples were tested under reverse cyclic lateral loading and constant vertical loading. For the strengthened and non-strengthened samples with infill walls, the main damage occurred in the infill walls of the 1st storey at the experimental study. As a result, the sample with strengthened infill brick wall, and autoclaved aerated concrete block wall showed a significant increase in the lateral load-carrying capacities, initial stiffness, and the cumulative energy consumption capacity at the end of test.en_US
dc.identifier.doi10.1016/j.istruc.2021.12.026
dc.identifier.endpage261en_US
dc.identifier.issn2352-0124
dc.identifier.scopus2-s2.0-85121102243en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage248en_US
dc.identifier.urihttps://doi.org/10.1016/j.istruc.2021.12.026
dc.identifier.urihttps://hdl.handle.net/20.500.12452/12052
dc.identifier.volume36en_US
dc.identifier.wosWOS:000814600800001en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Science Incen_US
dc.relation.ispartofStructuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectRc Framesen_US
dc.subjectStrengtheneden_US
dc.subjectSteel Truss Wiresen_US
dc.subjectBrick Wallen_US
dc.subjectAutoclaved Aerated Concreteen_US
dc.titleThe RC samples with infill walls strengthened with steel truss wiresen_US
dc.typeArticleen_US

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