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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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