YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Bridge Engineering
    • 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

    Influence of Dynamic Properties and Position of Rivulet on Rain–Wind-Induced Vibration of Stay Cables

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 010
    Author:
    Wen-Li
    ,
    Chen
    ,
    Shan-Ran
    ,
    Tang
    ,
    Hui
    ,
    Li
    ,
    Hui
    ,
    Hu
    DOI: 10.1061/(ASCE)BE.1943-5592.0000443
    Publisher: American Society of Civil Engineers
    Abstract: This paper combines an experimental study and computational fluid dynamics (CFD) simulations to investigate the influence of dynamic properties and position of upper rivulet on rain–wind-induced vibration (RWIV) of stay cables. The reproduction of the RWIV of a stay cable model is first performed based on artificial rainfall wind tunnel tests with an ultrasonic transmission thickness measurement system, which can obtain the characteristics of rivulets on the surface of the stay cable model. On the basis of the test results, CFD simulations are then used to study the aerodynamic influence of an upper rivulet using two different CFD models: a vibrating cable model with a moving upper rivulet and a vibrating cable model with a fixed upper rivulet. CFD simulations suggest that the existence of the upper rivulet do not sufficiently to excite RWIV. It is confirmed that, when an upper rivulet oscillates in a specific range at the same frequency of a cable, it can significantly vary the aerodynamic force acting on the cable with the same frequency of the cable and the aerodynamic resonant excitation will lead to the occurrence of RWIV.
    • Download: (1.158Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Influence of Dynamic Properties and Position of Rivulet on Rain–Wind-Induced Vibration of Stay Cables

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/56993
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorWen-Li
    contributor authorChen
    contributor authorShan-Ran
    contributor authorTang
    contributor authorHui
    contributor authorLi
    contributor authorHui
    contributor authorHu
    date accessioned2017-05-08T21:35:35Z
    date available2017-05-08T21:35:35Z
    date copyrightOctober 2013
    date issued2013
    identifier other%28asce%29be%2E1943-5592%2E0000445.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56993
    description abstractThis paper combines an experimental study and computational fluid dynamics (CFD) simulations to investigate the influence of dynamic properties and position of upper rivulet on rain–wind-induced vibration (RWIV) of stay cables. The reproduction of the RWIV of a stay cable model is first performed based on artificial rainfall wind tunnel tests with an ultrasonic transmission thickness measurement system, which can obtain the characteristics of rivulets on the surface of the stay cable model. On the basis of the test results, CFD simulations are then used to study the aerodynamic influence of an upper rivulet using two different CFD models: a vibrating cable model with a moving upper rivulet and a vibrating cable model with a fixed upper rivulet. CFD simulations suggest that the existence of the upper rivulet do not sufficiently to excite RWIV. It is confirmed that, when an upper rivulet oscillates in a specific range at the same frequency of a cable, it can significantly vary the aerodynamic force acting on the cable with the same frequency of the cable and the aerodynamic resonant excitation will lead to the occurrence of RWIV.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Dynamic Properties and Position of Rivulet on Rain–Wind-Induced Vibration of Stay Cables
    typeJournal Paper
    journal volume18
    journal issue10
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000443
    treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 010
    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