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Seismic design and performance of SPSWs with beam-connected web plates
(Elsevier, 2018-03)
Steel plate shear walls with beam-connected web plates (B-SPSWs) are an alternative steel plate shear wall (SPSW) configuration in which the web plate edges are detached from the columns to avoid high flexural demands in ...
Behavior of columns of steel plate shear walls with beam-connected web plates
(Elsevier, 2018-10-01)
Steel plate shear walls with beam-connected web plates (B-SPSWs) are an alternative configuration of steel plate shear walls (SPSWs) where web plates are connected to the beams only. Detaching web plates from columns and ...
Effect of flexural demands in the leaner columns on the column buckling strength
(Earthquake Engineering Research Institute, 2018)
Leaner columns of steel frames are typically designed for axial load only and they are assumed not to contribute to the lateral stiffness of the system; however, a recent study revealed that under seismic loading leaner ...
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