Kayi, Deniz BirlikBayhan, BeyhanOzdemir, Gokhan2026-02-122026-02-1220232352-0124https://doi.org/10.1016/j.istruc.2023.105570https://hdl.handle.net/20.500.12885/6989This 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.eninfo:eu-repo/semantics/closedAccessReinforcement slipShake table3D modelNear-field ground motionsBidirectional nonlinear time-history analysesArticle10.1016/j.istruc.2023.10557058WOS:0011240055000012-s2.0-85177884767Q1Q1