A numerical analysis on the behavior of steel plate shear
walls with different number and thickness of transverse
stiffeners

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A numerical analysis on the behavior of steel plate shear walls with different number and thickness of transverse stiffeners

According to recent studies, steel plate shear walls (SPSWs) have been identified as a reliable system for lateral load resistance in high seismic regions. Considering the importance of stiffeners’ geometry in SPSWs, in this study we attempted to numerically analyze the behavior of a steel frame...

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Bibliographic Details
Main Author:	Rahim Abdi
Format:	Article
Language:	English
Published:	Penerbit Universiti Kebangsaan Malaysia 2019
Online Access:	http://journalarticle.ukm.my/13664/ http://journalarticle.ukm.my/13664/1/311-1146-1-PB.pdf

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