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    Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Daniel M. Dowden; Patricia M. Clayton; Chao-Hsien Li; Jeffrey W. Berman; Michel Bruneau; Laura N. Lowes; Keh-Chyuan Tsai
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the first full-scale experimental investigation of the self-centering steel plate shear wall (SC-SPSW) system. The SC-SPSW system is a lateral force-resisting system developed to provide system recentering ...
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    Full-Scale Pseudodynamic Testing of Self-Centering Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Daniel M. Dowden; Patricia M. Clayton; Chao-Hsien Li; Jeffrey W. Berman; Michel Bruneau; Laura N. Lowes; Keh-Chyuan Tsai
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the first full-scale experimental investigation of the self-centering steel plate shear wall (SC-SPSW) system. The SC-SPSW system is a lateral force-resisting system developed to provide system recentering ...
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    A Procedure for Assessing Low-Cycle Fatigue Life of Buckling-Restrained Braces 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021259
    Author(s): Chao-Hsien Li; Zac Vidmar; Brandt Saxey; Mathew Reynolds; Chia-Ming Uang
    Publisher: ASCE
    Abstract: Buckling-restrained brace frames (BRBFs) have been a popular seismic force-resisting system in the US since it was first introduced to the AISC Seismic Provisions and ASCE 7 in 2005. The steel core of a buckling-restrained ...
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    Experimental Investigation of Chevron Concentrically Braced Frames with Yielding Beams 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Andrew D. Sen; Charles W. Roeder; Jeffrey W. Berman; Dawn E. Lehman; Chao-Hsien Li; An-Chien Wu; Keh-Chyuan Tsai
    Publisher: American Society of Civil Engineers
    Abstract: Steel concentrically braced frames designed prior to the implementation of capacity design principles in seismic design provisions may exhibit poor inelastic response under seismic excitation. These older, nonductile ...
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