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dc.contributor.authorBypour, Maryam
dc.contributor.authorKioumarsi, Mahdi
dc.contributor.authorZucconi, Maria
dc.date.accessioned2020-11-29T20:55:10Z
dc.date.accessioned2021-02-23T10:18:25Z
dc.date.available2020-11-29T20:55:10Z
dc.date.available2021-02-23T10:18:25Z
dc.date.issued2020-11-25
dc.identifier.citationBypour, M., Kioumarsi, M. & Zucconi, M. (2020). Effect of stiffeners on behavior of steel plate shear wall with rectangular openings. AIP Conference Proceedings. 2293(1), e240005en
dc.identifier.issn0094-243X
dc.identifier.issn1551-7616
dc.identifier.urihttps://hdl.handle.net/10642/9686
dc.description.abstractSteel Plate Shear Walls (SPSWs) with and without stiffeners, due to excellent seismic performance, are considered as a lateral load resisting system. Stiffeners have widely been used in SPSW to improve the buckling behavior of shear panels in steel frames. To attain architectural purpose, adding of rectangular openings in SPSWs is inevitable; therefore, it is essential to investigate on the behavior of SPSWs with rectangular opening. This paper describes the effect of adding stiffeners on the maximum shear load capacity of SPSW with rectangular opening. Specimens with and without stiffeners are modeled and analyzed using Finite Element (FE) method. In the investigated specimens, the variables parameters are thickness, yield strength and opening area of SPSW. Results demonstrated that stiffeners, which are located on surrounding the opening, have more effect one the load capacity than stiffeners on the plate.en
dc.language.isoenen
dc.publisherAmerican Institute of Physicsen
dc.relation.ispartofseriesAIP Conference Proceedings;Volume 2293, Issue 1
dc.subjectMechanical stressen
dc.subjectSteelen
dc.subjectStiffenersen
dc.titleEffect of stiffeners on behavior of steel plate shear wall with rectangular openingsen
dc.typeJournal articleen
dc.typePeer revieweden
dc.date.updated2020-11-29T20:55:10Z
dc.description.versionpublishedVersionen
dc.identifier.doihttps://doi.org/10.1063/5.0026859
dc.identifier.cristin1853865
dc.source.journalAIP Conference Proceedings


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