Browsing Civil Engineering by Author "(ORCID 0000-0001-6460-8822 & YÖK ID 269500) Özçelik, Yiğit"
Now showing items 1-7 of 7
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Behavior of columns of steel plate shear walls with beam-connected web plates
Özçelik, Ahmet Yiğit; Clayton, P. M. (Elsevier, 2018-10-01)Steel plate shear walls with beam-connected web plates (B-SPSWs) are an alternative configuration of steel plate shear walls (SPSWs) where web plates are connected to the beams only. Detaching web plates from columns and ... -
Effect of flexural demands in the leaner columns on the column buckling strength
Özçelik, Ahmet Yiğit; Clayton, P. M. (Earthquake Engineering Research Institute, 2018)Leaner columns of steel frames are typically designed for axial load only and they are assumed not to contribute to the lateral stiffness of the system; however, a recent study revealed that under seismic loading leaner ... -
Expeditious strip model for steel plate shear walls with beam-connected web plates
Özçelik, Ahmet Yiğit (Elsevier, 2021-09)Steel plate shear walls (SPSWs) are a robust lateral force-resisting system used in earthquake-prone regions due to their high lateral strength and stiffness as well as stable hysteretic characteristics. One of the ... -
Seismic design and performance of SPSWs with beam-connected web plates
Özçelik, Ahmet Yiğit; Clayton, P. M. (Elsevier, 2018-03)Steel plate shear walls with beam-connected web plates (B-SPSWs) are an alternative steel plate shear wall (SPSW) configuration in which the web plate edges are detached from the columns to avoid high flexural demands in ... -
Seismic performance assessment of concentrically braced steel frames designed to the Turkish Building Earthquake Code 2018
Kor, Efecan; Özçelik, Ahmet Yiğit (Elsevier, 2022-06)The Turkish Building Earthquake Code 2018 (TBEC 2018) came into force in 2019 and superseded the previous code, the Turkish Earthquake Code 2007 (TEC 2007). Compared to TEC 2007, TBEC 2018 includes new design approaches ... -
Strip model for steel plate shear walls with beam-connected web plates
Özçelik, Ahmet Yiğit; Clayton, P. (National Technical University of Athens, 2019)Steel plate shear walls (SPSWs) are a lateral force-resisting system in which thin infill plates (web plates) are connected to the boundary frame (i.e., beams and columns) along four edges. Despite shear buckling of thin ... -
Tension field inclination angle in steel plate shear walls with beam- connected web plates
Özçelik, Ahmet Yiğit; Clayton, P. (National Technical University of Athens, 2019)Steel plate shear walls (SPSWs) are an efficient lateral force-resisting system with thin infill plates, main elements resisting the lateral force, connected to beams and columns on all four edges. Upon lateral loading, ...
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