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    Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates. I: Deterioration Model Development 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Ronny Purba; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: Research was conducted to investigate the seismic performance of steel plate shear walls (SPSWs) having infill plates designed to resist different percentages of the applied lateral loads. The FEMA P695 methodology, which ...
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    Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates. II: Assessment of Collapse Potential 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): Ronny Purba; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: Assessment of collapse potential and seismic performance was conducted for steel plate shear walls (SPSWs) having infill plates designed per two different philosophies. This assessment was first conducted on SPSWs that ...
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    Finite-Element Investigation and Design Recommendations for Perforated Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Ronny Purba; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results from an investigation of the behavior of unstiffened thin steel plate shear wall (SPSW) having a regular pattern of openings (a.k.a. perforated SPSW). Finite element monotonic pushover analyses ...
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    Case Study on the Impact of Horizontal Boundary Elements Design on Seismic Behavior of Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Ronny Purba; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: A case study was conducted to investigate the seismic behavior of steel plate shear walls having boundary elements designed by two different philosophies. The first design approach does not guarantee that formation of ...
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    Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Darren Vian; Michel Bruneau; Ronny Purba
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a comparison of analytical and experimental results from an investigation of specially detailed ductile perforated steel plate shear walls (SPSWs). These SPSWs had low yield strength steel infill panels, ...
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    Behavior of Self-Centering Steel Plate Shear Walls and Design Considerations 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Daniel M. Dowden; Ronny Purba; Michel Bruneau
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents insights on the combined contribution of posttensioning and beam-to-column joint rocking connection in self-centering steel plate shear walls (SC-SPSWs). Moment, shear, and axial force diagrams along ...
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