Figure 5
From: Seismic behaviour analysis of a wind turbine tower affected by sea ice based on a simplified model
Maximum curvature of the tower bottom in different ice thicknesses: (a) T1-II-1; (b) T2-II-1.
Figure 5 | Scientific Reports
From: Seismic behaviour analysis of a wind turbine tower affected by sea ice based on a simplified model
Maximum curvature of the tower bottom in different ice thicknesses: (a) T1-II-1; (b) T2-II-1.
