From: Large Eddy simulation of the fluctuating wind environment at a bridge site in the mountainous area
Working condition | Case 7、1 | Case 8、2 | Case 9、3 | Case 10、4 | Case 11、5 | Case 12、6 | |
---|---|---|---|---|---|---|---|
1/4span | Above bridge | 0.97 | 0.26 | 0.07 | 0.95 | 0.33 | 0.54 |
On bridge deck | 0.94 | 0.43 | 0.05 | 0.98 | 0.33 | 0.61 | |
Under bridge | 0.96 | 0.91 | 0.11 | 0.99 | 0.34 | 0.62 | |
Mid-span | Above bridge | 0.58 | 0.41 | 0.05 | 0.36 | 0.41 | 0.55 |
On bridge deck | 0.67 | 0.45 | 0.04 | 0.39 | 0.47 | 0.70 | |
Under bridge | 0.76 | 0.68 | 0.05 | 0.25 | 0.46 | 0.67 | |
3/4span | Above bridge | 0.82 | 0.06 | 0.09 | 0.22 | 0.71 | 0.40 |
On bridge deck | 0.83 | 0.16 | 0.08 | 0.16 | 0.75 | 0.58 | |
Under bridge | 0.84 | 0.09 | 0.09 | 0.23 | 0.68 | 0.47 |