Dynamic Response of Offshore Wind Turbine with a New Monopile Foundation under Different Lateral and Seismic Loadings

Figure 8

Displacement of the tower and monopile shaft under different wind velocities and various induction factors. (a)  = 3 m/s. (b)  = 6 m/s. (c)  = 12 m/s. (d)  = 20 m/s.

(a)

(b)

(c)

(d)