Effects of modeling assumptions on prediction of seismic demands of a single-story RC structure

Basit Öğe Kaydı
dc.authorid0000-0002-2962-2327
dc.contributor.authorKayi, Deniz Birlik
dc.contributor.authorBayhan, Beyhan
dc.contributor.authorOzdemir, Gokhan
dc.date.accessioned2026-02-12T21:05:30Z
dc.date.available2026-02-12T21:05:30Z
dc.date.issued2023
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractThis study investigates the seismic response of a single-story reinforced concrete (RC) structure subjected to strong ground motions. Effects of modeling assumptions used to idealize the reinforcement slip in beam-column joints and column footing are studied. For this purpose, the numerical model of a single-story, single-bay, threedimensional asymmetric RC structure, tested on a shake table and its symmetric version, is analyzed. Two modeling approaches are considered to show the significance of rotation associated with the reinforcement slip. Bidirectional nonlinear time-history analyses are conducted using symmetric and asymmetric 3D models. In these analyses, 30 pairs of near-field ground motions, selected and scaled to match the target spectrum, are used. The findings indicate that the neglection of reinforcement slip in numerical model may result in an underestimation of almost 50% in story drift ratio demands.
dc.identifier.doi10.1016/j.istruc.2023.105570
dc.identifier.issn2352-0124
dc.identifier.scopus2-s2.0-85177884767
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.istruc.2023.105570
dc.identifier.urihttps://hdl.handle.net/20.500.12885/6989
dc.identifier.volume58
dc.identifier.wosWOS:001124005500001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Science Inc
dc.relation.ispartofStructures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260212
dc.subjectReinforcement slip
dc.subjectShake table
dc.subject3D model
dc.subjectNear-field ground motions
dc.subjectBidirectional nonlinear time-history analyses
dc.titleEffects of modeling assumptions on prediction of seismic demands of a single-story RC structure
dc.typeArticle

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