Extreme Dynamic Responses of MW-Level Wind Turbine Tower in the Strong Typhoon Considering Wind-Rain Loads

Table 6

The percentage increase of the dynamic responses under typhoon and rain together compared to typhoon alone with a wind direction deflection of 90°.

Working conditions	1	2	3	4	5
Tower top response
Displacement (m)	1.9%	3.0%	3.8%	6.3%	13.3%
Acceleration (m/s^2)	2.0%	3.2%	4.0%	6.4%	13.25%
Tower bottom von Mises stress (MPa)	1.7%	3.0%	4.2%	6.7%	13.7%