Simulation and Analysis of Wind Pressure Coefficient of Landslide-Type Long-Span Roof Structure

Table 2

Skewness and excessive kurtosis of pressure coefficient.

	0°			90°			270°
	Max	Min	Mean	Max	Min	Mean	Max	Min	Mean
	0.42	−0.26	0.05	0.02	−0.39	−0.18	0.06	−0.37	−0.15
	0.56	−0.53	−0.11	0.28	−0.69	−0.27	0.27	−0.43	−0.20