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contributor authorGuo-hua Wang
contributor authorBing Li
contributor authorYi-ming Fu
contributor authorJun-wei Pan
contributor authorYu-yao Chen
date accessioned2022-08-18T12:34:32Z
date available2022-08-18T12:34:32Z
date issued2022/03/01
identifier otherJHTRCQ.0000810.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286838
description abstractIn order to reduce the cost of a pedestrian suspension bridge in a river canyon, a hyperbolic paraboloid space cable hanging network pedestrian suspension bridge in a river canyon is proposed in this paper. The hyperbolic paraboloid space cable hanging network is dispersed and anchored to the cliff and the steep wall rocks on both sides of the river canyon, the bridge tower and sling-cable system are removed, and the pipe-truss bridge deck stiffening beam is placed directly on the hyperbolic paraboloid space cable hanging network, resulting in cost savings and simplifying assembly construction. Combined with a 150 m span pedestrian landscape suspension bridge in a river canyon, a Midas finite-element analysis model is established, dynamic modal analysis is carried out, and it is verified that the hyperbolic paraboloid space cable hanging network pedestrian suspension bridge structure has good wind stability.
publisherASCE
titleDesign of the Hanging-Mesh Hyperbolic Paraboloid Space Cable Pedestrian Suspension Bridge in a River Canyon
typeJournal Article
journal volume16
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000810
journal fristpage44-50
journal lastpage44-50-7
page7
treeJournal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001
contenttypeFulltext


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