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    Analysis and Design of Vibration Isolation System Using Open Trenches

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 005
    Author:
    G. L. Sivakumar Babu
    ,
    Amit Srivastava
    ,
    K. S. Nanjunda Rao
    ,
    S. Venkatesha
    DOI: 10.1061/(ASCE)GM.1943-5622.0000103
    Publisher: American Society of Civil Engineers
    Abstract: Field vibration tests were carried out at a proposed site for the vibration testing room, and 2D numerical analysis using finite difference tool FLAC 5.0 was performed to suggest effective vibration isolation systems. In the analysis, the numerical model is first calibrated with respect to material properties, damping value, and boundary conditions to obtain the output comparable to the field test results. The calibrated model was further used to perform a parametric study by (1) providing vibrating input motions from vibrating machines to be operated; (2) using two depths of cutoff trench; and (3) providing gravel bed, gravel bed with rubber pad, and gravel bed with rubber pad and cutoff trench to study the isolation effects. Comparing the results from the parametric studies with the human perception level of vibration, a decision on the isolation system was determined.
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      Analysis and Design of Vibration Isolation System Using Open Trenches

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61499
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    contributor authorG. L. Sivakumar Babu
    contributor authorAmit Srivastava
    contributor authorK. S. Nanjunda Rao
    contributor authorS. Venkatesha
    date accessioned2017-05-08T21:45:20Z
    date available2017-05-08T21:45:20Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29gm%2E1943-5622%2E0000115.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61499
    description abstractField vibration tests were carried out at a proposed site for the vibration testing room, and 2D numerical analysis using finite difference tool FLAC 5.0 was performed to suggest effective vibration isolation systems. In the analysis, the numerical model is first calibrated with respect to material properties, damping value, and boundary conditions to obtain the output comparable to the field test results. The calibrated model was further used to perform a parametric study by (1) providing vibrating input motions from vibrating machines to be operated; (2) using two depths of cutoff trench; and (3) providing gravel bed, gravel bed with rubber pad, and gravel bed with rubber pad and cutoff trench to study the isolation effects. Comparing the results from the parametric studies with the human perception level of vibration, a decision on the isolation system was determined.
    publisherAmerican Society of Civil Engineers
    titleAnalysis and Design of Vibration Isolation System Using Open Trenches
    typeJournal Paper
    journal volume11
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000103
    treeInternational Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 005
    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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