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contributor authorJing-ning Chen
contributor authorWen-ping Xu
contributor authorZhao-yang Chen
contributor authorShu-hao Li
contributor authorRuo-yu Chen
date accessioned2022-08-18T12:34:29Z
date available2022-08-18T12:34:29Z
date issued2022/03/01
identifier otherJHTRCQ.0000808.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286836
description abstractBased on the three-fork–shaped river terrain of the Grand Canyon, a design scheme of a three-fork–shaped single main cable pedestrian landscape glass suspension bridge is proposed. The three-fork–shaped single main cable is suspended on three single column bridge towers, and the sling system is suspended with a three-fork–shaped deck stiffening beam with a central ring. Both the three-fork–shaped single main cable and the three-fork–shaped deck stiffening beam are stable triangular structures, which has good spatial stiffness. Combined with the actual project, the engineering parameters are designed, the Midas finite-element analysis model is established, and the static analysis and dynamic modal analysis are carried out to verify the structural rationality of the three-fork single main cable pedestrian suspension bridge.
publisherASCE
titleStudy on the Three-Fork Pedestrian Suspension Bridge with Single Main Cable
typeJournal Article
journal volume16
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000808
journal fristpage27-35
journal lastpage27-35-9
page9
treeJournal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001
contenttypeFulltext


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