Experimental study on hysteric behavior of composite shear walls with steel sheets
Yazarlar (3)
Dr. Öğr. Üyesi Mehmet Haşim KISA Karabük Üniversitesi, Türkiye
S. Bahadir Yuksel
Konya Technical University, Türkiye
Konya Technical University, Türkiye
Prof. Dr. Naci Caglar Sakarya Üniversitesi, 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 | 01-2021 |
| Kabul Tarihi | – | Yayınlanma Tarihi | 01-01-2021 |
| Cilt / Sayı / Sayfa | 33 / 1 / 101570–0 | DOI | 10.1016/j.jobe.2020.101570 |
| Makale Linki | https://linkinghub.elsevier.com/retrieve/pii/S2352710219330025 | ||
| UAK Araştırma Alanları |
Deprem
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| Özet |
| Owing to demanding structural requirements, composite shear walls have become necessary in reinforced concrete high-rise structures subjected to earthquake forces. Composite shear walls also limit the inter-story drift angles during severe earthquakes in terms of their load-carrying system performance. Within the scope of this study, two types of shear walls were constructed on a 1:3 scale. One type is a conventional reinforced concrete shear wall having boundary zones consisting of only conventional reinforcement. The other walls tested were composite shear walls having boundary zones consisting of cold-formed steel sheets (CFSSs). The dimensions of the CFSSs used in the shear wall boundary zones were 2×L19×57×7, 4×L23×69×5, and 2×L17×49×7 (mm). The composite shear walls were tested under cyclic lateral loadings, and their behaviors were investigated. Lateral force vs. top displacement curves … |
| Anahtar Kelimeler |
| Cold-formed steel sheets | Composite shear walls | Dissipated energy | Ductility | Shear wall testing | Stiffness degradation |
Science Direct
Experimental study on hysteric behavior of composite shear walls with steel sheets
| Atıf Sayıları | |
| Web of Science | 31 |
| Scopus | 30 |
| Google Scholar | 41 |