11-18-2014, 02:44 PM
(This post was last modified: 11-18-2014, 02:53 PM by pezhmankhan.)
Design Recommendations for Perforated Steel Plate Shear Walls
Author: Ronny Purba and Michel Bruneau | Size: 8.9 MB | Format: PDF | Quality: Original preprint | Publisher: MCEER | Year: 2007 | pages: 208
An analytical study using the finite element program ABAQUS/Standard was performed to investigate the behavior of unstiffened thin steel plate shear walls (SPSW) having openings on the infill plate under monotonic pushover displacement. To accommodate the passage of utilities, two designs proposed by Vian, namely the perforated infill plate and the cutout corner SPSW, are revisited to investigate and resolve some concerns reported by Vian.
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Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures
Author: Darren Vian and Michel Bruneau | Size: 85.9 MB | Format: PDF | Quality: Original preprint | Publisher: MCEER | Year: 2005 | pages: 363
Steel plate shear walls (SPSWs) are investigated in this report, for use in retrofit and new design as a lateral force resisting system in building structures. Limits for sizing (for moment strength) of anchor beams, at the upper and lowermost levels of a multi-story SPSW frame, are introduced and developed. Approximate limits for frame drift at yield are developed for both a bare frame, and including an SPSW, with the intention of designing the infill panel as a “fuse” to yield and dissipate seismic input energy while protecting the surrounding framing.
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