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    Dynamic Analysis of a Continuous Box Girder with Corrugated Steel Webs

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 004
    Author:
    Ji Wei
    ,
    Liu Shizhong
    ,
    Lin Pengzhen
    DOI: 10.1061/JHTRCQ.0000012
    Publisher: American Society of Civil Engineers
    Abstract: Recently, most of the researcher studies mainly focused on the dynamic analysis of the simply supported box girders with corrugated steel webs. Little work about the dynamic analysis of the continuous box girders with corrugated steel webs was reported. Therefore, this paper is concerned with the dynamic analysis of the continuous box girders with corrugated steel webs. By establishing the three dimensional finite element model of the continuous box girders with corrugated steel webs, the natural frequencies and modal shapes are obtained. Variability of the FEA is demonstrated through comparison of experimental results for a large-scale specimen of a continuous box girder with corrugated steel webs.
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      Dynamic Analysis of a Continuous Box Girder with Corrugated Steel Webs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70550
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    contributor authorJi Wei
    contributor authorLiu Shizhong
    contributor authorLin Pengzhen
    date accessioned2017-05-08T22:04:39Z
    date available2017-05-08T22:04:39Z
    date copyrightDecember 2012
    date issued2012
    identifier otherjhtrcq%2E0000012.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70550
    description abstractRecently, most of the researcher studies mainly focused on the dynamic analysis of the simply supported box girders with corrugated steel webs. Little work about the dynamic analysis of the continuous box girders with corrugated steel webs was reported. Therefore, this paper is concerned with the dynamic analysis of the continuous box girders with corrugated steel webs. By establishing the three dimensional finite element model of the continuous box girders with corrugated steel webs, the natural frequencies and modal shapes are obtained. Variability of the FEA is demonstrated through comparison of experimental results for a large-scale specimen of a continuous box girder with corrugated steel webs.
    publisherAmerican Society of Civil Engineers
    titleDynamic Analysis of a Continuous Box Girder with Corrugated Steel Webs
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000012
    treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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