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    Overview of Concrete Filled Steel Tube Arch Bridges in China

    Source: Practice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 002
    Author:
    Bao-Chun Chen
    ,
    Ton-Lo Wang
    DOI: 10.1061/(ASCE)1084-0680(2009)14:2(70)
    Publisher: American Society of Civil Engineers
    Abstract: This paper briefly introduces the present situation of concrete filled steel tube (CFST) arch bridges in China. More than 200 CFST arch bridges were investigated and analyzed based on the factors of type, span, erection method, geometric parameters, and material. Some key issues in design calculation were presented, such as check of strength, calculation of section stiffness, and joint fatigue strength. It will provide a comprehensive reference of CFST arch bridges for the bridge designers and builders.
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      Overview of Concrete Filled Steel Tube Arch Bridges in China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49317
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    contributor authorBao-Chun Chen
    contributor authorTon-Lo Wang
    date accessioned2017-05-08T21:23:02Z
    date available2017-05-08T21:23:02Z
    date copyrightMay 2009
    date issued2009
    identifier other%28asce%291084-0680%282009%2914%3A2%2870%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49317
    description abstractThis paper briefly introduces the present situation of concrete filled steel tube (CFST) arch bridges in China. More than 200 CFST arch bridges were investigated and analyzed based on the factors of type, span, erection method, geometric parameters, and material. Some key issues in design calculation were presented, such as check of strength, calculation of section stiffness, and joint fatigue strength. It will provide a comprehensive reference of CFST arch bridges for the bridge designers and builders.
    publisherAmerican Society of Civil Engineers
    titleOverview of Concrete Filled Steel Tube Arch Bridges in China
    typeJournal Paper
    journal volume14
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2009)14:2(70)
    treePractice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 002
    contenttypeFulltext
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