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    Passive, Nonlinear, Mechanical Structures for Seismic Attenuation

    Source: Journal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 004::page 290
    Author:
    Riccardo DeSalvo
    DOI: 10.1115/1.2754305
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Gravitational wave detectors aim to detect strain perturbations of space-time on the order of 10−21–10−22 at frequencies between 1Hz and a few kHz. This space-time strain, integrated over kilometer scale interferometers, will induce movements of suspended mirrors on the order of 10−18–10−19m. Seismic motion in this frequency band varies between 10−6m and 10−12m. Required seismic attenuation factors, as large as 10−12, by far exceed the performance of motion sensors, and are only obtained by means of a chain of passive attenuators. High quality springs in configurations yielding nonlinear response are used to generate attenuation at low frequency. Similarly, nonlinear mechanisms are used in the horizontal direction. A description of some of these systems and some of the technical challenges that they involve is presented.
    keyword(s): Filters , Springs , Mechanisms AND Blades ,
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      Passive, Nonlinear, Mechanical Structures for Seismic Attenuation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/135308
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    contributor authorRiccardo DeSalvo
    date accessioned2017-05-09T00:22:54Z
    date available2017-05-09T00:22:54Z
    date copyrightOctober, 2007
    date issued2007
    identifier issn1555-1415
    identifier otherJCNDDM-25628#290_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/135308
    description abstractGravitational wave detectors aim to detect strain perturbations of space-time on the order of 10−21–10−22 at frequencies between 1Hz and a few kHz. This space-time strain, integrated over kilometer scale interferometers, will induce movements of suspended mirrors on the order of 10−18–10−19m. Seismic motion in this frequency band varies between 10−6m and 10−12m. Required seismic attenuation factors, as large as 10−12, by far exceed the performance of motion sensors, and are only obtained by means of a chain of passive attenuators. High quality springs in configurations yielding nonlinear response are used to generate attenuation at low frequency. Similarly, nonlinear mechanisms are used in the horizontal direction. A description of some of these systems and some of the technical challenges that they involve is presented.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePassive, Nonlinear, Mechanical Structures for Seismic Attenuation
    typeJournal Paper
    journal volume2
    journal issue4
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.2754305
    journal fristpage290
    journal lastpage298
    identifier eissn1555-1423
    keywordsFilters
    keywordsSprings
    keywordsMechanisms AND Blades
    treeJournal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 004
    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