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    Stability of Sway-Inhibited Prismatic Columns Subjected to Internal Axial Loads 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 001
    Author(s): Weifeng Tian; Yuanli Wu; Xuhong Zhou
    Publisher: American Society of Civil Engineers
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    Analysis of Thin Steel Plate Shear Walls Using the Three-Strip Model 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Weifeng Tian; Jiping Hao; Chunlei Fan
    Publisher: American Society of Civil Engineers
    Abstract: Thin steel plate shear walls (SPSWs) are an effective lateral force resisting system and are increasingly being used in structures. Engineers require the ability to predict both elastic and inelastic structural responses ...
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    Analysis of Thin Steel Plate Shear Walls Using the Three-Strip Model 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Weifeng Tian; Jiping Hao; Chunlei Fan
    Publisher: American Society of Civil Engineers
    Abstract: Thin steel plate shear walls (SPSWs) are an effective lateral force resisting system and are increasingly being used in structures. Engineers require the ability to predict both elastic and inelastic structural responses ...
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    Uniform Strip Model of Steel Plate Shear Walls with Different Plate Thicknesses 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021172-1
    Author(s): Weifeng Tian; Yousufu Ma; Jeffrey W. Berman
    Publisher: ASCE
    Abstract: The strip model, which is currently the most commonly used simplified analytical model for steel plate shear walls (SPSWs), neglects the compressive stiffness and resistance of the infill plate, thus underestimating the ...
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    Seismic Performance of Coupled Steel Plate Shear Walls with Different Degrees of Coupling 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022111
    Author(s): Yousufu Ma; Zhenzhen Yan; Jeffrey W. Berman; Assaad Taoum; Weifeng Tian
    Publisher: ASCE
    Abstract: In a coupled steel plate shear wall, the interaction between two steel plate shear wall piers enabled by the coupling beams improves the overturning capacity of the lateral force–resisting system. Furthermore, the boundary ...
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