Research Article
Safety Evaluation of a Hybrid Substructure for Offshore Wind Turbine
Table 13
Structural results under regular wave condition.
| | LSWL | MSL | HSWL | Pile-soil | Fixed | Pile-soil | Fixed | Pile-soil | Fixed |
| Displacement (m) | Max | 0.0620 | 0.0508 | 0.0802 | 0.0686 | 0.0728 | 0.0615 | Min | 0.0115 | 0.0000 | 0.0119 | 0.0000 | 0.0117 | 0.0000 |
| Axial force (MN) | Max | 2.8239 | 2.824 | 2.8254 | 2.8264 | 2.8364 | 2.8364 | Min | | | | | | |
| Shear force (MN) | Max | 8.0512 | 11.496 | 7.8327 | 10.838 | 9.779 | 9.7793 | Min | 0.0000 | 0.0000 | 0.0000 | 0.0000 | 0.0000 | 0.0000 |
| Bending moment (MN·m) | Max | 84.369 | 89.679 | 109.07 | 110.93 | 97.144 | 97.147 | Min | 0.0000 | 0.0002 | 0.0001 | 0.0001 | 0.0000 | 0.0000 |
| Torsional moment (MN·m) | Max | 2.3783 | 2.3783 | 3.0623 | 3.0932 | 2.699 | 2.4025 | Min | | | | | | |
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