Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/112339
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Numerical study on steel shear walls with sinusoidal corrugated plates
Author: Kalali, H.
Ghazijahani, T.
Hajsadeghi, M.
Zirakian, T.
Alaee, F.
Citation: Latin American Journal of Solids and Structures, 2016; 13(15):2802-2814
Publisher: SciELO - Scientific Electronic Library Online
Issue Date: 2016
ISSN: 1679-7817
1679-7825
Statement of
Responsibility: 
Hamed Kalali, Tohid Ghanbari Ghazijahani, Mohammad Hajsadeghi, Tadeh Zirakian, Farshid J. Alaee
Abstract: Over the past decades a growing demand and interest has stimulated many researchers to investigate different aspects of steel plate shear walls (SPSWs). The structural performance of steel shear walls with sinusoidal corrugated plate infills is investigated in this study. Finite element (FE) analysis was adopted using ANSYS software, wherein flat and corrugated shear walls – with different thicknesses, various corrugation numbers and angles – were modeled under monotonic and cyclic loads. Results and findings of this study indicate that geometrical variations developed through corrugation can be effective on the capacity, rigidity, and post-yielding responses of such corrugated-web lateral force-resisting systems. In addition, proper design and detailing can result in desirable structural behavior and seismic performance of SPSWs with sinusoidal corrugated infill plates.
Keywords: Steel plate shear walls; sinusoidal corrugated plates; numerical simulation; structural performance
Rights: This is an open-access article distributed under the terms of the Creative Commons Attribution License
RMID: 0030082431
DOI: 10.1590/1679-78252837
Appears in Collections:Civil and Environmental Engineering publications

Files in This Item:
File Description SizeFormat 
hdl_112339.pdfPublished Version3.07 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.