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    Railway Track Performance Monitoring and Safety Warning System

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 006
    Author:
    Chung-Yue Wang
    ,
    Hsin-Chu Tsai
    ,
    Chi-Shian Chen
    ,
    Hao-Lin Wang
    DOI: 10.1061/(ASCE)CF.1943-5509.0000186
    Publisher: American Society of Civil Engineers
    Abstract: To install the continuous welded rail (CWR) on the viaduct, it is necessary to consider the accumulated axial force owing to temperature difference and the additional force of the rail exerted by the track-bridge expansion as a result of temperature difference, the so-called track–bridge interaction. This paper used
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      Railway Track Performance Monitoring and Safety Warning System

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57776
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    contributor authorChung-Yue Wang
    contributor authorHsin-Chu Tsai
    contributor authorChi-Shian Chen
    contributor authorHao-Lin Wang
    date accessioned2017-05-08T21:37:27Z
    date available2017-05-08T21:37:27Z
    date copyrightDecember 2011
    date issued2011
    identifier other%28asce%29cf%2E1943-5509%2E0000189.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57776
    description abstractTo install the continuous welded rail (CWR) on the viaduct, it is necessary to consider the accumulated axial force owing to temperature difference and the additional force of the rail exerted by the track-bridge expansion as a result of temperature difference, the so-called track–bridge interaction. This paper used
    publisherAmerican Society of Civil Engineers
    titleRailway Track Performance Monitoring and Safety Warning System
    typeJournal Paper
    journal volume25
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000186
    treeJournal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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