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    Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 012::page 04022121
    Author:
    Wenai Shen
    ,
    Jianyu Hao
    ,
    Hongping Zhu
    DOI: 10.1061/(ASCE)BE.1943-5592.0001970
    Publisher: ASCE
    Abstract: An inerter-based damper termed electromagnetic inertial mass damper (EIMD) has been demonstrated as a high-performance passive damper for bridge stay cables. However, how to design an EIMD for suppressing cable multimode vibration remains largely unsolved. Here, we present practical design formulas of the EIMD for cable multimode control. A Q-point method is presented for EIMD design aiming at cable multimode control. Then, we propose asymptotic solutions of the optimal parameters of the EIMD for maximizing the damping ratio of the Q point, which guarantees that the modal damping ratios within the mode range considered are no less than that of the Q point. The accuracy of the practical design formulas is verified via both numerical study and full-scale test data. In addition, two design examples of real cables in China, including a 634-m-long cable, are presented. Comparisons of the results illustrate that the modal damping ratios offered by the EIMD outperform the counterparts of viscous dampers. This study provides practical design formulas for an EIMD or other similar dampers for cable multimode control.
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      Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4289268
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    • Journal of Bridge Engineering

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    contributor authorWenai Shen
    contributor authorJianyu Hao
    contributor authorHongping Zhu
    date accessioned2023-04-07T00:33:15Z
    date available2023-04-07T00:33:15Z
    date issued2022/12/01
    identifier other%28ASCE%29BE.1943-5592.0001970.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289268
    description abstractAn inerter-based damper termed electromagnetic inertial mass damper (EIMD) has been demonstrated as a high-performance passive damper for bridge stay cables. However, how to design an EIMD for suppressing cable multimode vibration remains largely unsolved. Here, we present practical design formulas of the EIMD for cable multimode control. A Q-point method is presented for EIMD design aiming at cable multimode control. Then, we propose asymptotic solutions of the optimal parameters of the EIMD for maximizing the damping ratio of the Q point, which guarantees that the modal damping ratios within the mode range considered are no less than that of the Q point. The accuracy of the practical design formulas is verified via both numerical study and full-scale test data. In addition, two design examples of real cables in China, including a 634-m-long cable, are presented. Comparisons of the results illustrate that the modal damping ratios offered by the EIMD outperform the counterparts of viscous dampers. This study provides practical design formulas for an EIMD or other similar dampers for cable multimode control.
    publisherASCE
    titleDesign Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control
    typeJournal Article
    journal volume27
    journal issue12
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001970
    journal fristpage04022121
    journal lastpage04022121_10
    page10
    treeJournal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 012
    contenttypeFulltext
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