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Finite-element analyses of light timber-framed walls with and without openings    
Yazarlar (5)
Abdullah Toğay
Gazi Üniversitesi, Türkiye
Özgür Anıl
Gazi Üniversitesi, Türkiye
Doç. Dr. Ümmü KARAGÖZ İŞLEYEN Doç. Dr. Ümmü KARAGÖZ İŞLEYEN
Kastamonu Üniversitesi, Türkiye
İbrahim Ediz
Cengizhan Durucan
Ahi Evran Üniversitesi, Türkiye
Devamını Göster
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
BM Sürdürülebilir Kalkınma Amaçları
Atıf Sayıları
Google Scholar 13
Finite-element analyses of light timber-framed walls with and without openings

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