Numerical study on steel shear walls with sinusoidal corrugated plates

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dc.contributor.authorKalali, H.
dc.contributor.authorGhazijahani, T.
dc.contributor.authorHajsadeghi, M.
dc.contributor.authorZirakian, T.
dc.contributor.authorAlaee, F.
dc.date.issued2016
dc.description.abstractOver 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.
dc.description.statementofresponsibilityHamed Kalali, Tohid Ghanbari Ghazijahani, Mohammad Hajsadeghi, Tadeh Zirakian, Farshid J. Alaee
dc.identifier.citationLatin American Journal of Solids and Structures, 2016; 13(15):2802-2814
dc.identifier.doi10.1590/1679-78252837
dc.identifier.issn1679-7817
dc.identifier.issn1679-7825
dc.identifier.urihttp://hdl.handle.net/2440/112339
dc.language.isoen
dc.publisherSciELO - Scientific Electronic Library Online
dc.rightsThis is an open-access article distributed under the terms of the Creative Commons Attribution License
dc.source.urihttps://doi.org/10.1590/1679-78252837
dc.subjectSteel plate shear walls; sinusoidal corrugated plates; numerical simulation; structural performance
dc.titleNumerical study on steel shear walls with sinusoidal corrugated plates
dc.typeJournal article
pubs.publication-statusPublished

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