Stiffness and strength of perforated steel plate shear wall

Chan, Ricky, Albermani, Faris and Kitipornchai, S. (2011). Stiffness and strength of perforated steel plate shear wall. In: The proceedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC12). 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC12), Hong Kong, China, (675-679). 26-28 January 2011. doi:10.1016/j.proeng.2011.07.086


Author Chan, Ricky
Albermani, Faris
Kitipornchai, S.
Title of paper Stiffness and strength of perforated steel plate shear wall
Conference name 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC12)
Conference location Hong Kong, China
Conference dates 26-28 January 2011
Proceedings title The proceedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC12)   Check publisher's open access policy
Journal name Procedia Engineering   Check publisher's open access policy
Place of Publication Amsterdam, Netherlands
Publisher Elsevier
Publication Year 2011
Sub-type Fully published paper
DOI 10.1016/j.proeng.2011.07.086
Open Access Status DOI
ISSN 1877-7058
Volume 14
Start page 675
End page 679
Total pages 5
Collection year 2012
Language eng
Abstract/Summary Steel Plate Shear Walls (SPSW) have been used as a lateral-load-resisting system in buildings. With formation of tension fields, unstiffened SPSW possesses good ductility and high energy dissipating capability under cyclic loading. However, large demand is induced to the frame members from panel yielding. For typical frame configurations, very thin panels are often required to limit such demand but sometimes result in construction difficulties. This paper attempts to reduce such demand by introducing perforations to thicker panels. The effect on stiffness and strength is investigated through nonlinear finite element technique. Based on results described in this paper a simple linear reduction function is proposed.
Keyword Steel Plate Shear Wall
Perforation
Q-Index Code C1
Q-Index Status Confirmed Code
Institutional Status UQ

Document type: Conference Paper
Collections: School of Civil Engineering Publications
Official 2012 Collection
 
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Created: Mon, 17 Oct 2011, 09:17:15 EST by Faris Albermani on behalf of School of Civil Engineering