Effect of Timber Type and Nail Spacing on the Hysteretic Behavior of Timber-Framed Shear Walls with Openings.
Yazarlar (5)
Prof. Dr. Özgür Anıl Gazi Üniversitesi, Türkiye
Prof. Dr. Abdullah Toğay Gazi Üniversitesi, Türkiye
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN Kastamonu Üniversitesi, Türkiye
Nihat Döngel Gazi Üniversitesi, Türkiye
Prof. Dr. Cevdet Söğütlü Gazi Üniversitesi, Türkiye
| Makale Türü |
Özgün Makale
(SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
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| 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 |
| Kabul Tarihi | – | Yayınlanma Tarihi | 17-02-2017 |
| Cilt / Sayı / Sayfa | 16 / 6 / 629–646 | DOI | 10.1007/s40999-016-0138-7 |
| Makale Linki | http://link.springer.com/10.1007/s40999-016-0138-7 | ||
| 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 agreement was … |
| Anahtar Kelimeler |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Google Scholar | 18 |