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    Clutching Inerter Damper for Multidegree-of-Freedom Base-Isolated Structures: A Numerical Study

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 007::page 04024036-1
    Author:
    Wyatt Cupp
    ,
    Nicholas E. Wierschem
    DOI: 10.1061/JENMDT.EMENG-7585
    Publisher: American Society of Civil Engineers
    Abstract: Base isolation systems (BISs) are used to isolate equipment or structures from vibration sources; however, the reduction in transmitted loads with the BIS can come at the cost of large isolation layer displacements. The clutching inerter damper (CID) is a device proposed to be coupled with the BIS to improve its isolation performance and simultaneously decrease the associated base displacements. The CID acts as a linear inerter when in its engaged state, adding effective mass in the form of rotational inertance to oppose a system’s motion, and, when disengaged, it idles freely and dissipates its rotational energy without directing this energy back into the system. Previous studies on the CID in base-isolated multi-degree-of-freedom (MDOF) structures are limited and focus heavily on the time history analyses of seismic or harmonic loadings. Furthermore, much of the research on this topic considers an ideal CID where all rotation is damped out between engagements, which is not physically realistic in many circumstances. This work numerically investigates the performance of a base-isolated MDOF system with a CID subjected to white noise loading from a frequency domain perspective and employs a more realistic numerical model of the CID’s dynamics. Several indices, such as the H2 and H∞ analog of displacement and acceleration frequency response functions, are analyzed to evaluate the system response. The performance of the BIS with the CID is compared against the BIS with a linear inerter, the BIS without a CID or inerter, and the superstructure without base isolation. Results indicate that the BIS with a CID outperforms the other configurations for several key indices. The analysis also reveals that increases in the CID’s ability to improve system performance slow with higher levels of rotational inertance. The performance of the CID illustrates its potential effectiveness for isolation systems in MDOF structures.
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      Clutching Inerter Damper for Multidegree-of-Freedom Base-Isolated Structures: A Numerical Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298882
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    contributor authorWyatt Cupp
    contributor authorNicholas E. Wierschem
    date accessioned2024-12-24T10:25:11Z
    date available2024-12-24T10:25:11Z
    date copyright7/1/2024 12:00:00 AM
    date issued2024
    identifier otherJENMDT.EMENG-7585.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298882
    description abstractBase isolation systems (BISs) are used to isolate equipment or structures from vibration sources; however, the reduction in transmitted loads with the BIS can come at the cost of large isolation layer displacements. The clutching inerter damper (CID) is a device proposed to be coupled with the BIS to improve its isolation performance and simultaneously decrease the associated base displacements. The CID acts as a linear inerter when in its engaged state, adding effective mass in the form of rotational inertance to oppose a system’s motion, and, when disengaged, it idles freely and dissipates its rotational energy without directing this energy back into the system. Previous studies on the CID in base-isolated multi-degree-of-freedom (MDOF) structures are limited and focus heavily on the time history analyses of seismic or harmonic loadings. Furthermore, much of the research on this topic considers an ideal CID where all rotation is damped out between engagements, which is not physically realistic in many circumstances. This work numerically investigates the performance of a base-isolated MDOF system with a CID subjected to white noise loading from a frequency domain perspective and employs a more realistic numerical model of the CID’s dynamics. Several indices, such as the H2 and H∞ analog of displacement and acceleration frequency response functions, are analyzed to evaluate the system response. The performance of the BIS with the CID is compared against the BIS with a linear inerter, the BIS without a CID or inerter, and the superstructure without base isolation. Results indicate that the BIS with a CID outperforms the other configurations for several key indices. The analysis also reveals that increases in the CID’s ability to improve system performance slow with higher levels of rotational inertance. The performance of the CID illustrates its potential effectiveness for isolation systems in MDOF structures.
    publisherAmerican Society of Civil Engineers
    titleClutching Inerter Damper for Multidegree-of-Freedom Base-Isolated Structures: A Numerical Study
    typeJournal Article
    journal volume150
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-7585
    journal fristpage04024036-1
    journal lastpage04024036-13
    page13
    treeJournal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 007
    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
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