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    Design of the Hanging-Mesh Hyperbolic Paraboloid Space Cable Pedestrian Suspension Bridge in a River Canyon

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001::page 44-50
    Author:
    Guo-hua Wang
    ,
    Bing Li
    ,
    Yi-ming Fu
    ,
    Jun-wei Pan
    ,
    Yu-yao Chen
    DOI: 10.1061/JHTRCQ.0000810
    Publisher: ASCE
    Abstract: In order to reduce the cost of a pedestrian suspension bridge in a river canyon, a hyperbolic paraboloid space cable hanging network pedestrian suspension bridge in a river canyon is proposed in this paper. The hyperbolic paraboloid space cable hanging network is dispersed and anchored to the cliff and the steep wall rocks on both sides of the river canyon, the bridge tower and sling-cable system are removed, and the pipe-truss bridge deck stiffening beam is placed directly on the hyperbolic paraboloid space cable hanging network, resulting in cost savings and simplifying assembly construction. Combined with a 150 m span pedestrian landscape suspension bridge in a river canyon, a Midas finite-element analysis model is established, dynamic modal analysis is carried out, and it is verified that the hyperbolic paraboloid space cable hanging network pedestrian suspension bridge structure has good wind stability.
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      Design of the Hanging-Mesh Hyperbolic Paraboloid Space Cable Pedestrian Suspension Bridge in a River Canyon

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4286838
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorGuo-hua Wang
    contributor authorBing Li
    contributor authorYi-ming Fu
    contributor authorJun-wei Pan
    contributor authorYu-yao Chen
    date accessioned2022-08-18T12:34:32Z
    date available2022-08-18T12:34:32Z
    date issued2022/03/01
    identifier otherJHTRCQ.0000810.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286838
    description abstractIn order to reduce the cost of a pedestrian suspension bridge in a river canyon, a hyperbolic paraboloid space cable hanging network pedestrian suspension bridge in a river canyon is proposed in this paper. The hyperbolic paraboloid space cable hanging network is dispersed and anchored to the cliff and the steep wall rocks on both sides of the river canyon, the bridge tower and sling-cable system are removed, and the pipe-truss bridge deck stiffening beam is placed directly on the hyperbolic paraboloid space cable hanging network, resulting in cost savings and simplifying assembly construction. Combined with a 150 m span pedestrian landscape suspension bridge in a river canyon, a Midas finite-element analysis model is established, dynamic modal analysis is carried out, and it is verified that the hyperbolic paraboloid space cable hanging network pedestrian suspension bridge structure has good wind stability.
    publisherASCE
    titleDesign of the Hanging-Mesh Hyperbolic Paraboloid Space Cable Pedestrian Suspension Bridge in a River Canyon
    typeJournal Article
    journal volume16
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000810
    journal fristpage44-50
    journal lastpage44-50-7
    page7
    treeJournal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian