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    Uniaxial Strain and Stress-Controlled Cyclic Responses of Ultrahigh Molecular Weight Polyethylene: Experiments and Model Simulations 

    Source: Journal of Engineering Materials and Technology:;2011:;volume( 133 ):;issue: 002:;page 21010
    Author(s): Tasnim Hassan; Ozgen U. Çolak; Patricia M. Clayton
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Thermoplastics such as ultrahigh molecular weight polyethylene (UHMWPE) are used for a wide variety of applications, such as bearing material in total replacement of knee and hip components, ...
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    Seismic Design and Performance of Self-Centering Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Patricia M. Clayton; Jeffrey W. Berman; Laura N. Lowes
    Publisher: American Society of Civil Engineers
    Abstract: The self-centering steel plate shear wall (SC-SPSW) is a new seismic load-resisting system that combines the strength and stiffness properties of the SPSW with the recentering capabilities of posttensioned (PT) beam-to-column ...
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    Experimental Investigation of Friction-Damped Self-Centering Prestressed Concrete Beam-Column Connections with Hidden Corbels 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Linjie Huang; Zhen Zhou; Patricia M. Clayton; Bin Zeng; Jian Qiu
    Publisher: ASCE
    Abstract: This paper presents the experimental investigation of the hysteretic behavior of a self-centering prestressed concrete (SCPC) beam-to-column connection under cyclic loading. The SCPC connection utilizes unbonded posttensioned ...
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    Experimental Investigation of Self-Centering Steel Plate Shear Walls 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Patricia M. Clayton; Tyler B. Winkley; Jeffrey W. Berman; Laura N. Lowes
    Publisher: American Society of Civil Engineers
    Abstract: A series of subassembly tests were conducted to investigate the behavior of the self-centering steel plate shear wall (SC-SPSW) system under cyclic loading. The SC-SPSW system utilizes thin steel web plates to provide ...
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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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