YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASME
    • Journal of Pressure Vessel Technology
    • View Item
    •   YE&T Library
    • ASME
    • Journal of Pressure Vessel Technology
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Experimental Study on Seismic Responses of Piping Systems With Friction—Part 2: Simplified Analysis Method on the Effect of Friction

    Source: Journal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 003::page 250
    Author:
    H. Kobayashi
    ,
    K. Suzuki
    ,
    N. Shimizu
    ,
    C. Minowa
    ,
    R. Yokoi
    ,
    T. Chiba
    DOI: 10.1115/1.2842119
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Friction between pipe and support structure is generally known to reduce seismic response of the piping systems. Vibration tests using large-scale piping model with friction support were carried out to evaluate the reduction effect. The piping response was mainly governed by the first modal deformation. The simplified analysis method based on linear response spectrum analysis was developed and confirmed to be applicable. In this method, the reduction effect by friction is treated as equivalent viscous damping ratio. This paper deals with the analysis method, and the comparison between the experimental results and analytical ones.
    keyword(s): Friction , Piping systems , Pipes , Deformation , Emission spectroscopy , Vibration tests AND Damping ,
    • Download: (718.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Experimental Study on Seismic Responses of Piping Systems With Friction—Part 2: Simplified Analysis Method on the Effect of Friction

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/115849
    Collections
    • Journal of Pressure Vessel Technology

    Show full item record

    contributor authorH. Kobayashi
    contributor authorK. Suzuki
    contributor authorN. Shimizu
    contributor authorC. Minowa
    contributor authorR. Yokoi
    contributor authorT. Chiba
    date accessioned2017-05-08T23:48:09Z
    date available2017-05-08T23:48:09Z
    date copyrightAugust, 1995
    date issued1995
    identifier issn0094-9930
    identifier otherJPVTAS-28361#250_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115849
    description abstractFriction between pipe and support structure is generally known to reduce seismic response of the piping systems. Vibration tests using large-scale piping model with friction support were carried out to evaluate the reduction effect. The piping response was mainly governed by the first modal deformation. The simplified analysis method based on linear response spectrum analysis was developed and confirmed to be applicable. In this method, the reduction effect by friction is treated as equivalent viscous damping ratio. This paper deals with the analysis method, and the comparison between the experimental results and analytical ones.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental Study on Seismic Responses of Piping Systems With Friction—Part 2: Simplified Analysis Method on the Effect of Friction
    typeJournal Paper
    journal volume117
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2842119
    journal fristpage250
    journal lastpage255
    identifier eissn1528-8978
    keywordsFriction
    keywordsPiping systems
    keywordsPipes
    keywordsDeformation
    keywordsEmission spectroscopy
    keywordsVibration tests AND Damping
    treeJournal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian