| Yazarlar (5) |
Abdullah Toğay
Gazi Üniversitesi, Türkiye |
|
Özgür Anıl
Gazi Üniversitesi, Türkiye |
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN
Kastamonu Üniversitesi, Türkiye |
|
İbrahim Ediz
|
|
Cengizhan Durucan
Kırşehir Ahi Evran Üniversitesi, Türkiye |
| Özet |
| The static responses of timber-framed shear walls with and without openings of variable dimensions and locations were numerically investigated using the finite-element (FE) method. The lateral load resistance capacities and general load–displacement behaviours of the timber-framed shear walls were investigated. In the FE study, the frame elements were modelled as beams, plates were modelled as shells and nails were modelled as spring elements. The plastic behaviour of the materials was modelled using experimental stress–strain relationships of the materials. For timber frames and oriented strand board (OSB) panels, uniaxial stress–strain curves were experimentally obtained under tensile and compressive loading. From the experimental materials models it was found that spruce exhibited non-linear behaviour under both tensile and compressive stress. In contrast, the OSB sheathing layer used in the … |
| Anahtar Kelimeler |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | Proceedings of the Institution of Civil Engineers - Structures and Buildings |
| Dergi ISSN | 0965-0911 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Makale Dili | İngilizce |
| Basım Tarihi | 08-2017 |
| Cilt No | 170 |
| Sayı | 8 |
| Sayfalar | 555 / 569 |
| Doi Numarası | 10.1680/jstbu.16.00085 |
| Makale Linki | http://www.icevirtuallibrary.com/doi/10.1680/jstbu.16.00085 |
| Atıf Sayıları | |
| Google Scholar | 13 |
