From: A theory of pedestrian-induced footbridge vibration comfortability based on sensitivity model
Urban Footbridges | Time /Direction | Sensitivity Under rl | Sensitivity Under 2rl | Sensitivity Under 4rl |
---|---|---|---|---|
Gangding Footbridge | morning rush hour / vertical | 0.0601 | 0.4887 | 0.9022 |
morning rush hour /lateral | 0.0732 | 0.4989 | 0.9099 | |
Footbridge in University Town | morning rush hour / vertical | 0.0692 | 0.4923 | 0.8989 |
morning rush hour /lateral | 0.0699 | 0.4998 | 0.9032 | |
Footbridge in Guangzhou Avenue | morning rush hour / vertical | 0.0701 | 0.4789 | 0.8898 |
morning rush hour /lateral | 0.0788 | 0.4992 | 0.9022 | |
Footbridge in Wuyang City | morning rush hour / vertical | 0.0691 | 0.4874 | 0.8988 |
morning rush hour /lateral | 0.0698 | 0.4956 | 0.9102 | |
Guangzhou Railway Station Footbridge | morning rush hour / vertical | 0.0708 | 0.4902 | 0.8983 |
morning rush hour /lateral | 0.0788 | 0.4991 | 0.9044 |