Experimental study on three-dimensional reinforced concrete frames subjected to dynamic loading

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dc.contributor.authorBahadir, Fatih
dc.date.accessioned2024-02-23T14:12:27Z
dc.date.available2024-02-23T14:12:27Z
dc.date.issued2020
dc.departmentNEÜen_US
dc.description.abstractDuring an earthquake, soft-storey and short-column behaviours, which usually occur around window openings, can cause significant damage to structures, or even collapse, if the measures specified in regulations are not applied. This study focuses on band-type window spaces that can cause short-column and soft-storey behaviours. Reinforced concrete frames were produced on a 1/6 geometric scale, and two-storey, single-span frames were tested on a shaking table. The second storeys of all specimens had infill walls and the same window openings. The first storeys of the specimens were produced with different band-type window heights. The specimens were produced with band-type window space ratios at the infill brick wall of the first storey of 0%, 25%, 50%, 75%, and 100%, respectively. These specimens were tested on a shaking table under sinusoidal dynamics. The behaviour of the specimens, failure mechanisms, response spectra, elastic seismic loads, and energy flux values were compared by subjecting the specimens to the same ground motion. The experimental results demonstrated that the short-column and the soft-storey behaviours are effective when the band-type window space ratio in the infill brick walls decreases.en_US
dc.identifier.doi10.1016/j.istruc.2020.01.045
dc.identifier.endpage850en_US
dc.identifier.issn2352-0124
dc.identifier.scopus2-s2.0-85079531114en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage835en_US
dc.identifier.urihttps://doi.org/10.1016/j.istruc.2020.01.045
dc.identifier.urihttps://hdl.handle.net/20.500.12452/12050
dc.identifier.volume24en_US
dc.identifier.wosWOS:000519625500064en_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.subjectShaking Tableen_US
dc.subjectFailure Modeen_US
dc.subjectShort-Columnen_US
dc.subjectSoft-Storeyen_US
dc.subjectResponse Spectrumen_US
dc.subjectElastic Seismic Loaden_US
dc.subjectEnergy Fluxen_US
dc.titleExperimental study on three-dimensional reinforced concrete frames subjected to dynamic loadingen_US
dc.typeArticleen_US

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