Research Article
Safety Evaluation of a Hybrid Substructure for Offshore Wind Turbine
Table 14
Structural results under irregular wave condition.
| | LSWL | MSL | HSWL | Pile-soil | Fixed | Pile-soil | Fixed | Pile-soil | Fixed |
| Displacement (m) | Max | 0.0340 | 0.0251 | 0.0378 | 0.0305 | 0.0437 | 0.0359 | Min | 0.0093 | 0.0000 | 0.0084 | 0.0000 | 0.0092 | 0.0000 |
| Axial force (MN) | Max | 2.2824 | 2.8266 | 2.2828 | 2.8335 | 2.847 | 2.847 | Min | | | | | | |
| Shear force (MN) | Max | 7.2287 | 10.787 | 6.1829 | 9.1615 | 8.0996 | 8.0999 | Min | 0.0000 | 0.0000 | 0.0000 | 0.0000 | 0.0000 | 0.0000 |
| Bending moment (MN·m) | Max | 34.109 | 46.133 | 33.927 | 42.136 | 45.724 | 45.727 | Min | 0.0000 | 0.0001 | 0.0000 | 0.0000 | 0.0000 | 0.0000 |
| Torsional moment (MN·m) | Max | 2.3784 | 2.3785 | 2.3786 | 2.379 | 2.38 | 2.38 | Min | | | | | | |
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