Computer Simulation of Stochastic Wind Velocity Fields for Structural Response Analysis: Comparisons and Applications

Table 2

Comparison between peak values of samples generated using the three simulation methods.

	18-variate process		166-variate process
	(example 1)		(example 2)
Method	𝑢1^(9)max (m/s)	𝑢3^(9)max (m/s)	𝑢1^(70)max (m/s)	𝑢3^(70)max (m/s)
WAWS	18.9	9.5	—	—
POD	19.8	10.2	22.0	9.2
AR	18.0	9.7	21.0	9.5