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    Impact in Railway Prestressed Concrete Bridges

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author:
    K. H. Chu
    ,
    V. K. Garg
    ,
    T. L. Wang
    DOI: 10.1061/(ASCE)0733-9445(1986)112:5(1036)
    Publisher: American Society of Civil Engineers
    Abstract: Ballasted prestressed concrete single track railway bridges, consisting of several box girders with spans of 25, 50, 75, and 100 ft
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      Impact in Railway Prestressed Concrete Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29779
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    • Journal of Structural Engineering

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    contributor authorK. H. Chu
    contributor authorV. K. Garg
    contributor authorT. L. Wang
    date accessioned2017-05-08T20:52:00Z
    date available2017-05-08T20:52:00Z
    date copyrightMay 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A5%281036%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29779
    description abstractBallasted prestressed concrete single track railway bridges, consisting of several box girders with spans of 25, 50, 75, and 100 ft
    publisherAmerican Society of Civil Engineers
    titleImpact in Railway Prestressed Concrete Bridges
    typeJournal Paper
    journal volume112
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:5(1036)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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