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dc.contributor.authorJi-yan Zheng
dc.contributor.authorWei-sheng Wang
dc.contributor.authorMin-ru Zhao
dc.contributor.authorQian-qian Lei
dc.contributor.authorLi-jia Wang
dc.date.accessioned2023-04-07T00:39:06Z
dc.date.available2023-04-07T00:39:06Z
dc.date.issued2022/09/01
dc.identifier.otherJHTRCQ.0000831.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289472
dc.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.
dc.publisherASCE
dc.titleDiscussion on Curved-Deck Cable-Stayed Bridge with Sightseeing Tower
dc.typeJournal Article
dc.journal.volume16
dc.journal.issue3
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000831
dc.journal.fristpage34-40
dc.journal.lastpage34_40_7
dc.page7
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 003
dc.contenttypeFulltext


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