Analysis of Span-Directional Coherence Function and Buffeting Response of a Long-Span Natural Gas Pipeline Suspension Bridge under a Turbulent Wind Field

Table 8

Case setups of the turbulent flow field.

Number	Wind deflection angle (°)	Wind angle of attack (°)	Test wind speed range (m/s)	Wind speed range of real bridge (m/s)
1	0	0	0~6.0	0~30.1
2	5	0	0~6.0	0~30.1
3	15	0	0~6.0	0~30.1
4	0	3	0~6.0	0~30.1
5	5	3	0~6.0	0~30.1
6	15	3	0~6.0	0~30.1