Numerical study on racking behavior of light steel frames with K-shaped bracing
ISSN: 1708-5284
Article publication date: 30 April 2019
Issue publication date: 20 May 2019
Abstract
Purpose
This paper aims to study the lateral behavior of cold-formed steel walls with K-shaped bracing by finite element modeling.
Design/methodology/approach
The braces which have the same section as those for studs and tracks are connected to the frame by screw connections. By pushover analysis, lateral performance of two frame categories, with different dimensions and bracing arrangements, is examined, and the force-displacement diagram and the ultimate strength of walls are extracted. Probable failure modes during lateral loading including distortional buckling of studs, buckling in braces and failure of connections are simulated in the numerical model, and some strengthening suggestions would be offered to prevent brittle failures and, therefore, to increase the lateral strength of the walls.
Findings
The strengthened walls are examined, and their seismic behavior is compared with the original walls. Finally, a parametric study is carried out to evaluate the effect of factors such as thickness of frame members, frame height and yield tension of members on lateral behavior of the shear walls.
Originality/value
In the present research, lateral strength and failure modes of nine types of cold-formed steel shear walls with different arrangements of K-shaped bracing are examined by non-linear finite element analysis, and a parametric study is carried out to extract the effect of the wall frame characteristics on the lateral behavior. Shear walls are classified into two series.
Keywords
Citation
Kazemi, M.J., Hatami, S., Zare, A. and Parvaneh, A. (2019), "Numerical study on racking behavior of light steel frames with K-shaped bracing", World Journal of Engineering, Vol. 16 No. 2, pp. 238-247. https://doi.org/10.1108/WJE-12-2017-0407
Publisher
:Emerald Publishing Limited
Copyright © 2019, Emerald Publishing Limited