From: Pedestrian-induced footbridge vibration response based on a simple beam analytical method
Case | 0.2 P/m2 | 0.4 P/m2 | 0.6 P/m2 | ||||||
---|---|---|---|---|---|---|---|---|---|
amax/m·s−2 | Low speed | Medium speed | High speed | Low speed | Medium speed | High speed | Low speed | Medium speed | High speed |
0.05 | 49.20 | 33.80 | 18.85 | 8.42 | 2.36 | 1.54 | 0.95 | 0.00 | 0.00 |
0.10 | 69.80 | 58.80 | 48.02 | 19.44 | 7.68 | 6.38 | 3.79 | 1.88 | 0.94 |
0.15 | 78.60 | 73.20 | 65.08 | 32.46 | 19.88 | 15.36 | 10.42 | 6.59 | 6.79 |
0.20 | 83.80 | 81.00 | 75.00 | 53.51 | 43.31 | 26.10 | 21.78 | 16.76 | 15.28 |
0.25 | 87.00 | 86.00 | 81.75 | 69.74 | 62.01 | 45.11 | 39.02 | 29.76 | 24.72 |
0.30 | 89.60 | 88.60 | 86.31 | 80.36 | 74.21 | 60.46 | 53.60 | 45.39 | 36.98 |
0.35 | 93.80 | 92.00 | 89.48 | 86.97 | 81.30 | 72.55 | 63.83 | 58.57 | 52.08 |
0.40 | 93.60 | 93.01 | 91.87 | 90.38 | 86.42 | 79.65 | 70.83 | 67.61 | 63.40 |
0.45 | 95.20 | 95.00 | 93.45 | 92.59 | 89.37 | 84.84 | 75.76 | 74.20 | 71.51 |
0.50 | 96.60 | 96.00 | 94.84 | 94.39 | 91.93 | 88.87 | 79.55 | 79.28 | 77.74 |