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    Parameters Design of TMD Mitigating Vortex-Induced Vibration of the Hong Kong–Zhuhai–Macao Bridge Deep-Water Nonnavigable Bridge 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author(s): Jun Dai; Zhao-Dong Xu; Xue-Jun Yin; Pan-Pan Gai; Yong Luo
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the parameters design of the tuned mass damper (TMD) for mitigating the vortex-induced vibration (VIV) of long-span bridges, which includes the selection of vortex-induced force models and robustness ...
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    Mitigation of Vortex-Induced Vibration in Bridges Using Semiactive Tuned Mass Dampers 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 006:;page 05021003-1
    Author(s): Jun Dai; Zhao-Dong Xu; Pan-Pan Gai; Yan-Wei Xu
    Publisher: ASCE
    Abstract: With increases in the span length, the vortex-induced vibration (VIV) in bridges often occurs at modest wind velocities. The tuned mass damper (TMD) is very effective in mitigating the VIV, while robustness is a major ...
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    Development and Validation of a Nonlinear Model to Describe the Tension–Compression Behavior of Rubber-Like Base Isolators 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 002:;page 04022104-1
    Author(s): Hong-Wei Li; Zhao-Dong Xu; Fang Wang; Pan-Pan Gai; Daniel Gomez; Shirley J. Dyke
    Publisher: American Society of Civil Engineers
    Abstract: The fractional-order derivative Zener (FDZ) model can reasonably predict the frequency dependence behavior of rubber-like materials. However, its capability to capture nonlinear behaviors is limited. In our previous work, ...
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