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    Impact Formulas for Vehicles Moving over Simple and Continuous Beams

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author:
    Yeong-Bin Yang
    ,
    Shu-Shyan Liao
    ,
    Bing-Houng Lin
    DOI: 10.1061/(ASCE)0733-9445(1995)121:11(1644)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a new set of impact formulas are developed for simple and continuous beams subjected to moving vehicle loads. By modeling a vehicle as sprung masses and a bridge structure by beam elements, a parametric study is performed for various simple and continuous beams traversed by five-axle trucks. Central to this study is the adoption of a nondimensional speed parameter
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      Impact Formulas for Vehicles Moving over Simple and Continuous Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72810
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    contributor authorYeong-Bin Yang
    contributor authorShu-Shyan Liao
    contributor authorBing-Houng Lin
    date accessioned2017-05-08T22:10:24Z
    date available2017-05-08T22:10:24Z
    date copyrightNovember 1995
    date issued1995
    identifier other37138599.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72810
    description abstractIn this paper, a new set of impact formulas are developed for simple and continuous beams subjected to moving vehicle loads. By modeling a vehicle as sprung masses and a bridge structure by beam elements, a parametric study is performed for various simple and continuous beams traversed by five-axle trucks. Central to this study is the adoption of a nondimensional speed parameter
    publisherAmerican Society of Civil Engineers
    titleImpact Formulas for Vehicles Moving over Simple and Continuous Beams
    typeJournal Paper
    journal volume121
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:11(1644)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
    contenttypeFulltext
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