Table 2 Distribution of wind loads
From: Machine learning for prediction of wind effects on behavior of a historic truss bridge
Location | Uniform distribution | Quadrantal distribution | ||||||
|---|---|---|---|---|---|---|---|---|
v (m/s) | p (Pa) | Average p (Pa) | Point load (kN) | v (m/s) | p (Pa) | Average p (Pa) | Point load (kN) | |
1 | 6.04 | 34.88 | 36.76 | 0.11 | NA | NA | NA | NA |
2 (Q1) | 7.43 | 52.89 | 6.74 | 43.32 | NA | 0.10 | ||
3 (Q4) | 4.54 | 19.72 | 5.29 | 26.71 | ||||
4 (Q3) | 4.72 | 21.31 | 5.38 | 27.62 | NA | 0.10 | ||
5 (Q2) | 7.58 | 54.98 | 6.81 | 44.27 | ||||