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

    Dynamic Response of Elevated High-Speed Railway

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author:
    Yung-Hsiang Chen
    ,
    Chen-Yu Li
    DOI: 10.1061/(ASCE)1084-0702(2000)5:2(124)
    Publisher: American Society of Civil Engineers
    Abstract: The study of the dynamic response of the elevated railway for the high-speed train in the Taiwan area at the preliminary design stage is presented. Two types of the elevated reinforced concrete railway, they being the simple-span and the three-equal-span box girders supported on piers; three types of the high-speed train, namely, the French T.G.V., the German I.C.E., and the Japanese S.K.S.; and the maximum operation speed 350 km/h are under investigation. The general dynamic stiffness matrix of a damped Timoshenko beam is employed for the structural analysis. The influence line of any dynamic response (also called the dynamic influence line) of the elevated railway subjected to the high-speed train, considered as a series of the moving loads, is calculated by the mode-superposition method. A preliminary design of the section of the railway is proposed for this study.
    • Download: (159.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Dynamic Response of Elevated High-Speed Railway

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/50480
    Collections
    • Journal of Bridge Engineering

    Show full item record

    contributor authorYung-Hsiang Chen
    contributor authorChen-Yu Li
    date accessioned2017-05-08T21:24:46Z
    date available2017-05-08T21:24:46Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%291084-0702%282000%295%3A2%28124%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50480
    description abstractThe study of the dynamic response of the elevated railway for the high-speed train in the Taiwan area at the preliminary design stage is presented. Two types of the elevated reinforced concrete railway, they being the simple-span and the three-equal-span box girders supported on piers; three types of the high-speed train, namely, the French T.G.V., the German I.C.E., and the Japanese S.K.S.; and the maximum operation speed 350 km/h are under investigation. The general dynamic stiffness matrix of a damped Timoshenko beam is employed for the structural analysis. The influence line of any dynamic response (also called the dynamic influence line) of the elevated railway subjected to the high-speed train, considered as a series of the moving loads, is calculated by the mode-superposition method. A preliminary design of the section of the railway is proposed for this study.
    publisherAmerican Society of Civil Engineers
    titleDynamic Response of Elevated High-Speed Railway
    typeJournal Paper
    journal volume5
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2000)5:2(124)
    treeJournal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    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