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

Table 5

The maximum dynamic responses of the wind turbine under combinations of a typhoon with a wind direction deflection of 90° and various rainfall intensities.

Working conditions	1	2	3	4	5
Tower top response
Displacement (m)	1.07	1.08	1.09	1.12	1.19
Acceleration (m/s^2)	−2.54	−2.57	−2.59	−2.65	−2.82
Tower bottom von Mises stress (MPa)	237	240	242.7	248.6	265