Effects of Infill Plate’s Interconnection and Boundary Element Stiffness on Steel Plate Shear Walls’ Seismic Performance

dc.contributor.authorPaslar, Nimaen
dc.contributor.authorFarzampour, Alirezaen
dc.date.accessioned2022-08-09T13:00:00Zen
dc.date.available2022-08-09T13:00:00Zen
dc.date.issued2023-01-15en
dc.description.abstractSteel plate shear walls (SPSWs) are among the most desirable load-bearing systems, which have been used wildly in various structures. Recently, designers have tended to SPSWs with only beam connections showing several problems. In the present research, several SPSWs with vari-ous types of connection conditions between infill plate and boundary elements, and various stiffness of boundary elements have been studied. The result illustrates that by having the full connection between infill plate and boundary elements, at least a 33% interconnected infill plate to columns could eliminate the significant loss of fundamental factors in SPSWs connected to beam only. Furthermore, increasing the stiffness of columns has more effect on the performance of SPSWs in comparison with beams.en
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/111489en
dc.language.isoenen
dc.publisherMaterialsen
dc.subjectsteel plate shear wallsen
dc.subjectconnectionen
dc.subjectboundary elementsen
dc.subjectstiffnessen
dc.titleEffects of Infill Plate’s Interconnection and Boundary Element Stiffness on Steel Plate Shear Walls’ Seismic Performanceen
dc.title.serialMaterialsen
dc.typeArticleen
dc.type.dcmitypeTexten

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