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

Table 7

Field measurement in the bridge site and model measurement in the wind tunnel.

Height (m/s)	Rough length (m)	Design wind speed (m/s)	(%)	(%)	(m)	(m)
25 (1)	1	30.1 (6.02)	29 (29)	14.5 (14.5)	90 (3.6)	40 (1.6)

The values in brackets indicate model measurement in the wind tunnel.