Research Article
The Influence of Wind Shielding and Train-Induced Wind on the Vibration of a Train-Bridge System
Table 3
Maximum dynamic responses of vehicles.
| | Vehicles | Lateral wheel force (kN) | Derailment factor | Offload factor | Overturning factor | Lateral acc. (m2/s) | Vertical acc. (m2/s) | Lateral Sperling | Vertical Sperling |
| | Head car | 18.29 | 0.15 | 0.20 | 0.21 | 0.28 | 0.35 | 1.42 | 1.19 | | Middle car | 16.14 | 0.15 | 0.25 | 0.28 | 0.33 | 0.39 | 1.41 | 1.19 | | Tail car | 15.02 | 0.13 | 0.24 | 0.12 | 0.17 | 0.28 | 1.23 | 1.05 |
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