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    A Novel Assembled Pendulum-Type ATMD for Structural Vibration Control

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 006::page 04024051-1
    Author:
    Shuli Wei
    ,
    Jian Wang
    ,
    Jinping Ou
    DOI: 10.1061/JSENDH.STENG-12951
    Publisher: ASCE
    Abstract: This paper presents the design, modeling, and characterizing tests of an assembled freely pendulum-type active tuned mass damper (AP-ATMD) for structural vibration control, highlighting its unique features such as noncontact force transmission, nonextra stiffness, and damping members. This device can operate passively as a tuned mass damper (TMD) with optimal tuning when environmental disturbances are minimal, or it can engage efficiently in active control when significant disturbances are present. The AP-ATMD mainly consists of a robust suspension system, an arc-shaped mass block with permanent magnets (PMs), and an arc-shaped electromagnetic motor. Notably, both the electromagnetic motor and the mass block have identical curvatures. A laboratory prototype of the AP-ATMD was designed and fabricated for the purpose of characterizing tests. Furthermore, an electromechanical model based on the Bouc–Wen hysteresis loop was developed to accurately characterize the active force behavior generated by the device. The parameters of this model were identified through a series of characterizing tests of the prototype AP-ATMD under harmonic excitations, and subsequently were validated under random excitation. The results confirmed the efficacy of the proposed electromechanical model in precisely capturing the active force behavior across a wide array of operational conditions. Finally, a numerical simulation of a 3-story frame with the AP-ATMD installed was conducted. The outcomes of the simulation highlighted the AP-ATMD’s ability to reduce structural responses significantly. Moreover, the system employing the proposed electromechanical model outperformed a linear model, demonstrating a superior reduction in structural response.
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      A Novel Assembled Pendulum-Type ATMD for Structural Vibration Control

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296833
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    contributor authorShuli Wei
    contributor authorJian Wang
    contributor authorJinping Ou
    date accessioned2024-04-27T22:31:02Z
    date available2024-04-27T22:31:02Z
    date issued2024/06/01
    identifier other10.1061-JSENDH.STENG-12951.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296833
    description abstractThis paper presents the design, modeling, and characterizing tests of an assembled freely pendulum-type active tuned mass damper (AP-ATMD) for structural vibration control, highlighting its unique features such as noncontact force transmission, nonextra stiffness, and damping members. This device can operate passively as a tuned mass damper (TMD) with optimal tuning when environmental disturbances are minimal, or it can engage efficiently in active control when significant disturbances are present. The AP-ATMD mainly consists of a robust suspension system, an arc-shaped mass block with permanent magnets (PMs), and an arc-shaped electromagnetic motor. Notably, both the electromagnetic motor and the mass block have identical curvatures. A laboratory prototype of the AP-ATMD was designed and fabricated for the purpose of characterizing tests. Furthermore, an electromechanical model based on the Bouc–Wen hysteresis loop was developed to accurately characterize the active force behavior generated by the device. The parameters of this model were identified through a series of characterizing tests of the prototype AP-ATMD under harmonic excitations, and subsequently were validated under random excitation. The results confirmed the efficacy of the proposed electromechanical model in precisely capturing the active force behavior across a wide array of operational conditions. Finally, a numerical simulation of a 3-story frame with the AP-ATMD installed was conducted. The outcomes of the simulation highlighted the AP-ATMD’s ability to reduce structural responses significantly. Moreover, the system employing the proposed electromechanical model outperformed a linear model, demonstrating a superior reduction in structural response.
    publisherASCE
    titleA Novel Assembled Pendulum-Type ATMD for Structural Vibration Control
    typeJournal Article
    journal volume150
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12951
    journal fristpage04024051-1
    journal lastpage04024051-13
    page13
    treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian