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    Damping Performance of Two-Cable Hybrid System Equipped with Both Viscous Damper and HDR Damper

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 009::page 04023054-1
    Author:
    Javaid Ahmad
    DOI: 10.1061/JBENF2.BEENG-5734
    Publisher: ASCE
    Abstract: In cable-stayed bridges, a cross-tie solution is considered an effective measure to enhance the in-plane stiffness of main cables while the damping increment of main cables is achieved by installing dampers on the main cables. However, the performance of passive viscous dampers reduces because of constraints on the installation location and the influence of ambient temperature. Recently, the cumulative benefits of cross-ties and external dampers have been explored by several researchers. The current study is motivated to explore the combined effect of the viscous damper and the high-damping-rubber (HDR) damper in a cable network. An analytical approach is used to develop a mathematical model of a two-cable network by installing the viscous damper on Main Cable 1 and the HDR damper on Main Cable 2. The effect of key system parameters is explored to observe the performance of an HDR damper in a two-cable hybrid system. Two numerical examples are presented to discuss the damping of the first 10 modes in a two-cable network equipped with both a viscous damper and an HDR damper. It is observed that stiffer cross-ties are a better choice in achieving the higher damping ratio in the fundamental mode of a two-cable network. Similarly, the performance of the HDR damper can also be increased by installing it on the neighboring cable with a high-frequency ratio.
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      Damping Performance of Two-Cable Hybrid System Equipped with Both Viscous Damper and HDR Damper

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293314
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    contributor authorJavaid Ahmad
    date accessioned2023-11-27T23:07:51Z
    date available2023-11-27T23:07:51Z
    date issued6/20/2023 12:00:00 AM
    date issued2023-06-20
    identifier otherJBENF2.BEENG-5734.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293314
    description abstractIn cable-stayed bridges, a cross-tie solution is considered an effective measure to enhance the in-plane stiffness of main cables while the damping increment of main cables is achieved by installing dampers on the main cables. However, the performance of passive viscous dampers reduces because of constraints on the installation location and the influence of ambient temperature. Recently, the cumulative benefits of cross-ties and external dampers have been explored by several researchers. The current study is motivated to explore the combined effect of the viscous damper and the high-damping-rubber (HDR) damper in a cable network. An analytical approach is used to develop a mathematical model of a two-cable network by installing the viscous damper on Main Cable 1 and the HDR damper on Main Cable 2. The effect of key system parameters is explored to observe the performance of an HDR damper in a two-cable hybrid system. Two numerical examples are presented to discuss the damping of the first 10 modes in a two-cable network equipped with both a viscous damper and an HDR damper. It is observed that stiffer cross-ties are a better choice in achieving the higher damping ratio in the fundamental mode of a two-cable network. Similarly, the performance of the HDR damper can also be increased by installing it on the neighboring cable with a high-frequency ratio.
    publisherASCE
    titleDamping Performance of Two-Cable Hybrid System Equipped with Both Viscous Damper and HDR Damper
    typeJournal Article
    journal volume28
    journal issue9
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-5734
    journal fristpage04023054-1
    journal lastpage04023054-9
    page9
    treeJournal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 009
    contenttypeFulltext
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