Numerical study on the response of composite shear walls with steel sheets under cyclic loading

Basit Öğe Kaydı
dc.authoridOlabi, M Nadir/0000-0003-2735-8961
dc.authoridKisa, M. Hasim/0000-0003-4769-2211
dc.authoridCaglar, Naci/0000-0003-4070-5534
dc.contributor.authorOlabi, M. Nadir
dc.contributor.authorCaglar, Naci
dc.contributor.authorKisa, M. Hasim
dc.contributor.authorYuksel, S. Bahadir
dc.date.accessioned2024-09-29T15:57:44Z
dc.date.available2024-09-29T15:57:44Z
dc.date.issued2021
dc.departmentKarabük Üniversitesien_US
dc.description.abstractAs an alternative to conventional reinforced concrete walls, composite shear walls have been studied recently due to their great advantages in terms of structural performance under seismic loading. Researchers usually use ready-made profiles for composite shear walls, but in this study L-shaped cold-formed steel sheets were selected for numerical analysis under lateral cyclic forces. A macroscale numerical model was developed using a fiber beam-column element with a shear spring model to reproduce the actual behavior of composite shear walls. In addition, the OpenSees-based model was verified against three experimentally tested composite shear walls and showed robust simulation ability. Moreover, in order to fully explain their effect on the performance of composite shear walls, the properties of L-shaped steel sheets were studied parametrically with the help of the numerical model in terms of thickness and yield strength. It was clear that increases in the sheets' yield strength and thickness increased the lateral load-displacement capacity of the walls. It was thought that the two factors were connected in terms of their effects, and the L-shaped steel sheet arrangement in the boundary zone had essential participation in the total response of the composite shear wall under the applied loads.en_US
dc.identifier.doi10.1016/j.jobe.2020.102069
dc.identifier.issn2352-7102
dc.identifier.scopus2-s2.0-85097760527en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2020.102069
dc.identifier.urihttps://hdl.handle.net/20.500.14619/4987
dc.identifier.volume34en_US
dc.identifier.wosWOS:000608432400005en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal of Building Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectComposite RC shear wallsen_US
dc.subjectL-shaped cold-formed steel sheetsen_US
dc.subjectFiber beam-column elementen_US
dc.subjectMacroscopic modelen_US
dc.subjectOpenSeesen_US
dc.titleNumerical study on the response of composite shear walls with steel sheets under cyclic loadingen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu