Finite-element analyses of light timber-framed walls with and without openings

Toğay, Abdullah; Anıl, Özgür; KARAGÖZ İŞLEYEN, Ümmü; Ediz, İbrahim; Durucan, Cengizhan

doi:10.1680/jstbu.16.00085

Finite-element analyses of light timber-framed walls with and without openings

Yazarlar (5)

Prof. Dr. Abdullah Toğay Gazi Üniversitesi, Türkiye

Prof. Dr. Özgür Anıl Gazi Üniversitesi, Türkiye

Doç. Dr. Ümmü KARAGÖZ İŞLEYEN Kastamonu Üniversitesi, Türkiye

İbrahim Ediz

Dr. Öğr. Üyesi Cengizhan Durucan Ahi Evran Üniversitesi, Türkiye

Makale Türü	Özgün Makale (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
Kabul Tarihi	–	Yayınlanma Tarihi	01-08-2017
Cilt / Sayı / Sayfa	170 / 8 / 555–569	DOI	10.1680/jstbu.16.00085
Makale Linki	http://www.icevirtuallibrary.com/doi/10.1680/jstbu.16.00085

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 analyses exhibited non-linear behaviour under compressive stress and linear behaviour under tensile stress. The numerical results were verified using experimental load–deflection relationships obtained from a previous study. Good agreement was found between the analytical and experimental results. To further examine the applicability of the experimentally verified numerical model, four different timber-framed shear walls were simulated with FE models.

Anahtar Kelimeler

BM Sürdürülebilir Kalkınma Amaçları

Atıf Sayıları
Google Scholar	14

Finite-element analyses of light timber-framed walls with and without openings

Dergi Adı	PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS
Yayıncı	ICE Publishing
Açık Erişim	Hayır
ISSN	0965-0911
E-ISSN	1751-7702
CiteScore	3,4
SJR	0,319
SNIP	0,446

Finite-element analyses of light timber-framed walls with and without openings

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