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    Discussion on Curved-Deck Cable-Stayed Bridge with Sightseeing Tower

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 003::page 34-40
    Author:
    Ji-yan Zheng
    ,
    Wei-sheng Wang
    ,
    Min-ru Zhao
    ,
    Qian-qian Lei
    ,
    Li-jia Wang
    DOI: 10.1061/JHTRCQ.0000831
    Publisher: ASCE
    Abstract: In this paper, the combined tower structure system of the superlong-span curved cable-stayed bridge is composed of a univalent hyperboloid bridge tower, the bowl-shaped thin-wall shell podium, and the circular sightseeing platform plate. The sightseeing tower and the cable-stayed bridge tower in the scenic spot are two-in-one. The sightseeing tower improves the vertical stiffness of the superlong-span pedestrian landscape curved cable-stayed bridge. The bowl-shaped thin-walled shell podium can effectively limit the torsional deformation of the curved cable-stayed bridge deck. A combination 2×150  m curved cable-stayed bridge using a Midas finite-element model is established to verify the scientific rationality of the superlong-span pedestrian landscape curved cable-stayed bridge with a sightseeing tower.
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      Discussion on Curved-Deck Cable-Stayed Bridge with Sightseeing Tower

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4289472
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    contributor authorJi-yan Zheng
    contributor authorWei-sheng Wang
    contributor authorMin-ru Zhao
    contributor authorQian-qian Lei
    contributor authorLi-jia Wang
    date accessioned2023-04-07T00:39:06Z
    date available2023-04-07T00:39:06Z
    date issued2022/09/01
    identifier otherJHTRCQ.0000831.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289472
    description abstractIn this paper, the combined tower structure system of the superlong-span curved cable-stayed bridge is composed of a univalent hyperboloid bridge tower, the bowl-shaped thin-wall shell podium, and the circular sightseeing platform plate. The sightseeing tower and the cable-stayed bridge tower in the scenic spot are two-in-one. The sightseeing tower improves the vertical stiffness of the superlong-span pedestrian landscape curved cable-stayed bridge. The bowl-shaped thin-walled shell podium can effectively limit the torsional deformation of the curved cable-stayed bridge deck. A combination 2×150  m curved cable-stayed bridge using a Midas finite-element model is established to verify the scientific rationality of the superlong-span pedestrian landscape curved cable-stayed bridge with a sightseeing tower.
    publisherASCE
    titleDiscussion on Curved-Deck Cable-Stayed Bridge with Sightseeing Tower
    typeJournal Article
    journal volume16
    journal issue3
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000831
    journal fristpage34-40
    journal lastpage34_40_7
    page7
    treeJournal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 003
    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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