| dc.contributor.author | Jing-ning Chen | |
| dc.contributor.author | Wen-ping Xu | |
| dc.contributor.author | Zhao-yang Chen | |
| dc.contributor.author | Shu-hao Li | |
| dc.contributor.author | Ruo-yu Chen | |
| dc.date.accessioned | 2022-08-18T12:34:29Z | |
| dc.date.available | 2022-08-18T12:34:29Z | |
| dc.date.issued | 2022/03/01 | |
| dc.identifier.other | JHTRCQ.0000808.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4286836 | |
| dc.description.abstract | Based 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. | |
| dc.publisher | ASCE | |
| dc.title | Study on the Three-Fork Pedestrian Suspension Bridge with Single Main Cable | |
| dc.type | Journal Article | |
| dc.journal.volume | 16 | |
| dc.journal.issue | 1 | |
| dc.journal.title | Journal of Highway and Transportation Research and Development (English Edition) | |
| dc.identifier.doi | 10.1061/JHTRCQ.0000808 | |
| dc.journal.fristpage | 27-35 | |
| dc.journal.lastpage | 27-35-9 | |
| dc.page | 9 | |
| dc.tree | Journal of Highway and Transportation Research and Development (English Edition):;2022:;Volume ( 016 ):;issue: 001 | |
| dc.contenttype | Fulltext | |