Wind-Vehicle-Bridge Coupling Simulation Analysis of Flexible Hanger Arch Bridge in Suspended Monorail Transit
［Objective］ Due to the characteristics of small structural stiffness and small width-span ratio of the track beam, the flexible hanger arch bridge in suspended monorail transit is vulnerable to wind loads, thus influencing the safety of the bridge structure and the ride comfort of trains. Therefore,...
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| Main Author: | |
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| Format: | Article |
| Language: | zho |
| Published: |
Urban Mass Transit Magazine Press
2025-01-01
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| Series: | Chengshi guidao jiaotong yanjiu |
| Subjects: | |
| Online Access: | https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2025.01.007.html |
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