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

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    JHTRCQ.0000831.pdf (2.505Mb)
    Date
    2022/09/01
    Author
    Ji-yan Zheng
    Wei-sheng Wang
    Min-ru Zhao
    Qian-qian Lei
    Li-jia Wang
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    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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    http://yetl.yabesh.ir/yetl1/handle/yetl/4289472
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    • Journal of Highway and Transportation Research and Development (English Edition)

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