| Yazarlar (5) |
Özgür Anıl
Gazi Üniversitesi, Türkiye |
|
Abdullah Toğay
Gazi Üniversitesi, Türkiye |
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN
Kastamonu Üniversitesi, Türkiye |
|
Cevdet Söğütlü
Gazi Üniversitesi, Türkiye |
|
Nihat Döngel
Gazi Üniversitesi, Türkiye |
| Özet |
| Hysteretic responses of timber framed shear walls are experimentally investigated in this study. The variables considered in the study are presence of openings with varying dimensions, presence of horizontal retrofitting elements and aspect ratios of timber framed shear walls. The data obtained from the tests conducted on timber framed shear walls are used to deduce conclusions about the behavior of such type panels in terms of load–displacement relationships, strengths, stiffnesses, displacement ductilities, energy dissipation capacities and failure modes. Furthermore, the ultimate loads resisted by the timber framed shear walls are also calculated as per Eurocode 5. Then the analytical and experimental results are comparatively presented. From the test results, it is observed that the aspect ratio of a timber framed shear wall is a significant factor on the load–displacement relationship and failure mode. The … |
| Anahtar Kelimeler |
| Makale Türü | Özgün Makale |
| Makale Alt Türü | SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale |
| Dergi Adı | Construction and Building Materials |
| Dergi ISSN | 0950-0618 Wos Dergi Scopus Dergi |
| Dergi Tarandığı Indeksler | SCI-Expanded |
| Makale Dili | İngilizce |
| Basım Tarihi | 05-2016 |
| Cilt No | 116 |
| Sayı | 116 |
| Sayfalar | 203 / 215 |
| Doi Numarası | 10.1016/j.conbuildmat.2016.04.068 |
| Makale Linki | http://dx.doi.org/10.1016/j.conbuildmat.2016.04.068 |
| Atıf Sayıları | |
| Google Scholar | 28 |
