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    Dynamic and Impact Behavior of Half-Through Arch Bridges

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author:
    Dongzhou Huang
    DOI: 10.1061/(ASCE)1084-0702(2005)10:2(133)
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this paper is to present the results of an investigation of the dynamic and impact characteristics of half-through arch bridges with rough decks caused by vehicles moving across them. Seven arch bridges modeled as three-dimensional structures with overall span lengths ranging from
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      Dynamic and Impact Behavior of Half-Through Arch Bridges

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    contributor authorDongzhou Huang
    date accessioned2017-05-08T21:25:16Z
    date available2017-05-08T21:25:16Z
    date copyrightMarch 2005
    date issued2005
    identifier other%28asce%291084-0702%282005%2910%3A2%28133%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50812
    description abstractThe objective of this paper is to present the results of an investigation of the dynamic and impact characteristics of half-through arch bridges with rough decks caused by vehicles moving across them. Seven arch bridges modeled as three-dimensional structures with overall span lengths ranging from
    publisherAmerican Society of Civil Engineers
    titleDynamic and Impact Behavior of Half-Through Arch Bridges
    typeJournal Paper
    journal volume10
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2005)10:2(133)
    treeJournal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    contenttypeFulltext
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