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    Study on the Three-Fork Pedestrian Suspension Bridge with Single Main Cable

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001::page 27-35
    Author:
    Jing-ning Chen
    ,
    Wen-ping Xu
    ,
    Zhao-yang Chen
    ,
    Shu-hao Li
    ,
    Ruo-yu Chen
    DOI: 10.1061/JHTRCQ.0000808
    Publisher: ASCE
    Abstract: Based on the three-fork–shaped river terrain of the Grand Canyon, a design scheme of a three-fork–shaped single main cable pedestrian landscape glass suspension bridge is proposed. The three-fork–shaped single main cable is suspended on three single column bridge towers, and the sling system is suspended with a three-fork–shaped deck stiffening beam with a central ring. Both the three-fork–shaped single main cable and the three-fork–shaped deck stiffening beam are stable triangular structures, which has good spatial stiffness. Combined with the actual project, the engineering parameters are designed, the Midas finite-element analysis model is established, and the static analysis and dynamic modal analysis are carried out to verify the structural rationality of the three-fork single main cable pedestrian suspension bridge.
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      Study on the Three-Fork Pedestrian Suspension Bridge with Single Main Cable

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4286836
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorJing-ning Chen
    contributor authorWen-ping Xu
    contributor authorZhao-yang Chen
    contributor authorShu-hao Li
    contributor authorRuo-yu Chen
    date accessioned2022-08-18T12:34:29Z
    date available2022-08-18T12:34:29Z
    date issued2022/03/01
    identifier otherJHTRCQ.0000808.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286836
    description abstractBased on the three-fork–shaped river terrain of the Grand Canyon, a design scheme of a three-fork–shaped single main cable pedestrian landscape glass suspension bridge is proposed. The three-fork–shaped single main cable is suspended on three single column bridge towers, and the sling system is suspended with a three-fork–shaped deck stiffening beam with a central ring. Both the three-fork–shaped single main cable and the three-fork–shaped deck stiffening beam are stable triangular structures, which has good spatial stiffness. Combined with the actual project, the engineering parameters are designed, the Midas finite-element analysis model is established, and the static analysis and dynamic modal analysis are carried out to verify the structural rationality of the three-fork single main cable pedestrian suspension bridge.
    publisherASCE
    titleStudy on the Three-Fork Pedestrian Suspension Bridge with Single Main Cable
    typeJournal Article
    journal volume16
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000808
    journal fristpage27-35
    journal lastpage27-35-9
    page9
    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
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