Design of the Hanging-Mesh Hyperbolic Paraboloid Space Cable Pedestrian Suspension Bridge in a River CanyonSource: Journal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001::page 44-50DOI: 10.1061/JHTRCQ.0000810Publisher: ASCE
Abstract: In 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.
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contributor author | Guo-hua Wang | |
contributor author | Bing Li | |
contributor author | Yi-ming Fu | |
contributor author | Jun-wei Pan | |
contributor author | Yu-yao Chen | |
date accessioned | 2022-08-18T12:34:32Z | |
date available | 2022-08-18T12:34:32Z | |
date issued | 2022/03/01 | |
identifier other | JHTRCQ.0000810.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4286838 | |
description abstract | In 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. | |
publisher | ASCE | |
title | Design of the Hanging-Mesh Hyperbolic Paraboloid Space Cable Pedestrian Suspension Bridge in a River Canyon | |
type | Journal Article | |
journal volume | 16 | |
journal issue | 1 | |
journal title | Journal of Highway and Transportation Research and Development (English Edition) | |
identifier doi | 10.1061/JHTRCQ.0000810 | |
journal fristpage | 44-50 | |
journal lastpage | 44-50-7 | |
page | 7 | |
tree | Journal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001 | |
contenttype | Fulltext |