Numerical study on the response of composite shear walls with steel sheets under cyclic loading
Yazarlar (4)
M. Nadir Olabi
Sakarya Üniversitesi, Türkiye
Sakarya Üniversitesi, Türkiye
Prof. Dr. Naci Caglar Sakarya Üniversitesi, Türkiye
Dr. Öğr. Üyesi Mehmet Haşim KISA Karabük Üniversitesi, Türkiye
S. Bahadir Yuksel
Konya Technical University, Türkiye
Konya Technical University, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Journal of Building Engineering (Q1) | ||
| Dergi ISSN | 2352-7102 Dergi Bilgileri (2021) | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 02-2021 |
| Kabul Tarihi | – | Yayınlanma Tarihi | 01-02-2021 |
| Cilt / Sayı / Sayfa | 34 / 1 / 102069–0 | DOI | 10.1016/j.jobe.2020.102069 |
| Makale Linki | https://linkinghub.elsevier.com/retrieve/pii/S2352710220337013 | ||
| UAK Araştırma Alanları |
Deprem
|
||
| Özet |
| As 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 … |
| Anahtar Kelimeler |
| Composite RC shear walls | Fiber beam-column element | L-shaped cold-formed steel sheets | Macroscopic model | OpenSees |
Science Direct
Numerical study on the response of composite shear walls with steel sheets under cyclic loading
| Atıf Sayıları | |
| Web of Science | 25 |
| Scopus | 25 |
| Google Scholar | 31 |