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    Technical Innovations of the Aizhai Bridge in China

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author:
    Hu
    ,
    Jianhua
    ,
    Shen
    ,
    Ruili
    DOI: 10.1061/(ASCE)BE.1943-5592.0000599
    Publisher: American Society of Civil Engineers
    Abstract: The recently completed Aizhai Bridge in the west of Hunan Province in China is a long-span suspension bridge across a deep canyon. In view of the particular problems posed by the surrounding landscape and geologic conditions, and to minimize the impact of the bridge on the natural environment, a novel pylon-girder detached suspension structure was adopted, in which there is a large difference in the span between the main cable and the stiffening girder. As part of the design process, a method for stability analysis of the combined system of pylon, anchorage, tunnel, and rock cliff was developed. In addition, to solve the problems involved in the transportation and erection of the stiffening girder of such a long-span suspension bridge in a mountainous area, a novel girder-conveying track cable method was developed.
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      Technical Innovations of the Aizhai Bridge in China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75229
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    contributor authorHu
    contributor authorJianhua
    contributor authorShen
    contributor authorRuili
    date accessioned2017-05-08T22:15:10Z
    date available2017-05-08T22:15:10Z
    date copyrightSeptember 2014
    date issued2014
    identifier other39999527.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75229
    description abstractThe recently completed Aizhai Bridge in the west of Hunan Province in China is a long-span suspension bridge across a deep canyon. In view of the particular problems posed by the surrounding landscape and geologic conditions, and to minimize the impact of the bridge on the natural environment, a novel pylon-girder detached suspension structure was adopted, in which there is a large difference in the span between the main cable and the stiffening girder. As part of the design process, a method for stability analysis of the combined system of pylon, anchorage, tunnel, and rock cliff was developed. In addition, to solve the problems involved in the transportation and erection of the stiffening girder of such a long-span suspension bridge in a mountainous area, a novel girder-conveying track cable method was developed.
    publisherAmerican Society of Civil Engineers
    titleTechnical Innovations of the Aizhai Bridge in China
    typeJournal Paper
    journal volume19
    journal issue9
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000599
    treeJournal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 009
    contenttypeFulltext
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