| Yazarlar (5) |
Özgür Anıl
Gazi Üniversitesi, Türkiye |
|
Abdullah Toğay
Gazi Üniversitesi, Türkiye |
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN
Kastamonu Üniversitesi, Türkiye |
|
Nihat Döngel
Gazi Üniversitesi, Türkiye |
|
Cevdet Söğütlü
Gazi Üniversitesi, Türkiye |
| Özet |
| In scope of the study, behavior of timber-framed shear walls having openings with variable dimensions and locations subjected to reverse cyclic loading is experimentally investigated. Main variables considered in the study are the aspect ratios of timber-framed panel walls, dimensions and locations of the openings on the panel walls, material of the timber frames and spacings of the nails used in the panel connections. Load–displacement relationships, strengths, stiffnesses, displacement ductility ratios, energy dissipation capacities and failure mechanisms of the specimens are determined. The ultimate load capacities of the timber-framed panels are calculated as per Eurocode 5 and presented in comparison to experimental results. Moreover, lateral load-resisting capacities and load–displacement relationships of the test specimens are numerically calculated with finite element analyses. A good … |
| Anahtar Kelimeler |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | International Journal of Civil Engineering |
| Dergi ISSN | 1735-0522 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Makale Dili | İngilizce |
| Basım Tarihi | 06-2018 |
| Cilt No | 16 |
| Sayı | 6 |
| Sayfalar | 629 / 646 |
| Doi Numarası | 10.1007/s40999-016-0138-7 |
| Makale Linki | http://link.springer.com/10.1007/s40999-016-0138-7 |
| Atıf Sayıları | |
| Google Scholar | 17 |
