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    Damping Capacity and Seismic Performance of a Torsional Metallic Damper Using a Displacement Amplification Mechanism 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 010:;page 04023071-1
    Author(s): Sheng Chen; Wenxi Wang; Chao Zhou; Zhiwen Huang; Xugang Hua
    Publisher: ASCE
    Abstract: Metallic dampers with plastic energy dissipation are often used in the seismic protection of civil structures. However, conventional metallic dampers cannot provide adequate energy dissipation capacity due to the small ...
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    Investigation of the Shear Lag Effect of an Innovative Steel Box Girder in Cable-Stayed Bridges: Experimental and Bar Simulation Method Analysis 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003:;page 04024006-1
    Author(s): Shengyu Li; Zhiwen Huang; Zhengqing Chen; Xugang Hua; Yu Hong; Qianhui Pu
    Publisher: ASCE
    Abstract: As an innovative steel box girder, the normal stress patterns in the top and bottom plates of a cantilever steel box girder are complex. However, the influence of external and internal struts on the shear lag effect is ...
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    Exploration of the Nonlinear Effect of Pendulum Tuned Mass Dampers on Vibration Control 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 008:;page 04021047-1
    Author(s): Kai Xu; Xugang Hua; Walter Lacarbonara; Zhiwen Huang; Zhengqing Chen
    Publisher: ASCE
    Abstract: Understanding the nonlinearity of pendulum tuned mass dampers (PTMDs) under large-amplitude vibration is important to enhance control performance. Here, the nonlinear effects of PTMDs on vibration control of a single-deg ...
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