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    The Influence of Support Hardware and Piping System Seismic Response on Snubber Support Damping

    Source: Journal of Pressure Vessel Technology:;1997:;volume( 119 ):;issue: 004::page 451
    Author:
    C. Lay
    ,
    J. Madia
    ,
    S. K. Sinha
    ,
    O. A. Abu-Yasein
    ,
    M. A. Pickett
    DOI: 10.1115/1.2842329
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The damping coefficients and ratios of piping system snubber supports were found to vary logarithmically with pipe support nodal displacement. For piping systems with fundamental frequencies in the range of 0.6 to 6.6 Hz, the support damping ratio for snubber supports was found to increase with increasing fundamental frequency. For 3-kip snubbers, damping coefficient and damping ratio decreased logarithmically with nodal displacement, indicating that the 3-kip snubbers studied behaved essentially as coulomb dampers; while for the 10-kip snubbers studied, damping coefficient and damping ratio increased logarithmically with nodal displacement.
    keyword(s): Hardware , Damping , Piping systems , Displacement , Frequency , Coulombs , Pipes AND Dampers ,
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      The Influence of Support Hardware and Piping System Seismic Response on Snubber Support Damping

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/119232
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    • Journal of Pressure Vessel Technology

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    contributor authorC. Lay
    contributor authorJ. Madia
    contributor authorS. K. Sinha
    contributor authorO. A. Abu-Yasein
    contributor authorM. A. Pickett
    date accessioned2017-05-08T23:54:27Z
    date available2017-05-08T23:54:27Z
    date copyrightNovember, 1997
    date issued1997
    identifier issn0094-9930
    identifier otherJPVTAS-28380#451_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119232
    description abstractThe damping coefficients and ratios of piping system snubber supports were found to vary logarithmically with pipe support nodal displacement. For piping systems with fundamental frequencies in the range of 0.6 to 6.6 Hz, the support damping ratio for snubber supports was found to increase with increasing fundamental frequency. For 3-kip snubbers, damping coefficient and damping ratio decreased logarithmically with nodal displacement, indicating that the 3-kip snubbers studied behaved essentially as coulomb dampers; while for the 10-kip snubbers studied, damping coefficient and damping ratio increased logarithmically with nodal displacement.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Influence of Support Hardware and Piping System Seismic Response on Snubber Support Damping
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2842329
    journal fristpage451
    journal lastpage456
    identifier eissn1528-8978
    keywordsHardware
    keywordsDamping
    keywordsPiping systems
    keywordsDisplacement
    keywordsFrequency
    keywordsCoulombs
    keywordsPipes AND Dampers
    treeJournal of Pressure Vessel Technology:;1997:;volume( 119 ):;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