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    Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 005::page 04025019-1
    Author:
    Shilong Yang
    ,
    Wei Fan
    ,
    Yuling Liu
    ,
    Keyu Lai
    ,
    Bo Chen
    ,
    Zhengqing Chen
    DOI: 10.1061/JBENF2.BEENG-7019
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a novel magnetic stiffness-adjustable wire rope damper (MSAWRD), which is implemented by connecting a wire rope damper (WRD) and a magnetic stiffness-adjustable device (MSAD). The application of WRDs in engineering practice has demonstrated their great potential in high-mode vibration control of cables. Nevertheless, the excessive stiffness of WRDs poses a constraint on the damping performance and increases the challenge in support design. The presence of the MSAD in the proposed damper aims to decrease adverse effects induced by the inherent stiffness of a WRD, thereby enhancing the effectiveness of a WRD-based damper in controlling high-mode vibrations of cable structures and reducing the demand for support stiffness. The proposed MSAD features a compact structure compared with conventional ones to broaden its application in confined spaces. Moreover, its negative stiffness can be readily adjusted, and the equilibrium position can be precisely determined using bolts. Cyclic loading tests on the WRD, the MSAD, and the MSAWRD are conducted in this study to elucidate their interconnection and damping behaviors. An analytical method is proposed for the MSAD and verified by experiments and numerical solutions. The hysteresis model of the MSAWRD is derived by combining the negative stiffness obtained from the analytical method with the modified Bouc–Wen model. Based on the developed hysteresis model, hybrid simulations are performed to evaluate the vibration behaviors of a long hanger installed with different dampers. It is found that the MSAWRD not only retains the advantages of the WRD (e.g., broadband applicability in high-mode vibration control) but also improves the vibration control performance by 22.7% and reduces the demand for damper support stiffness by 67.9%. These advantages will promote the application of the MSAWRD in cable vibration control.
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      Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables

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    contributor authorShilong Yang
    contributor authorWei Fan
    contributor authorYuling Liu
    contributor authorKeyu Lai
    contributor authorBo Chen
    contributor authorZhengqing Chen
    date accessioned2025-08-17T22:34:00Z
    date available2025-08-17T22:34:00Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJBENF2.BEENG-7019.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307118
    description abstractThis paper proposes a novel magnetic stiffness-adjustable wire rope damper (MSAWRD), which is implemented by connecting a wire rope damper (WRD) and a magnetic stiffness-adjustable device (MSAD). The application of WRDs in engineering practice has demonstrated their great potential in high-mode vibration control of cables. Nevertheless, the excessive stiffness of WRDs poses a constraint on the damping performance and increases the challenge in support design. The presence of the MSAD in the proposed damper aims to decrease adverse effects induced by the inherent stiffness of a WRD, thereby enhancing the effectiveness of a WRD-based damper in controlling high-mode vibrations of cable structures and reducing the demand for support stiffness. The proposed MSAD features a compact structure compared with conventional ones to broaden its application in confined spaces. Moreover, its negative stiffness can be readily adjusted, and the equilibrium position can be precisely determined using bolts. Cyclic loading tests on the WRD, the MSAD, and the MSAWRD are conducted in this study to elucidate their interconnection and damping behaviors. An analytical method is proposed for the MSAD and verified by experiments and numerical solutions. The hysteresis model of the MSAWRD is derived by combining the negative stiffness obtained from the analytical method with the modified Bouc–Wen model. Based on the developed hysteresis model, hybrid simulations are performed to evaluate the vibration behaviors of a long hanger installed with different dampers. It is found that the MSAWRD not only retains the advantages of the WRD (e.g., broadband applicability in high-mode vibration control) but also improves the vibration control performance by 22.7% and reduces the demand for damper support stiffness by 67.9%. These advantages will promote the application of the MSAWRD in cable vibration control.
    publisherAmerican Society of Civil Engineers
    titlePerformance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables
    typeJournal Article
    journal volume30
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7019
    journal fristpage04025019-1
    journal lastpage04025019-13
    page13
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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