- b
- Betz 11
- Blade frequency (2P/3P) 80, 82, 86, 296
- Buckling in design 124, 134, 136, 146, 207, 212–214, 301, 305
- c
- Closed formed solution 223, 227
- Cone penetration tests (CPT) 158, 160
- Control action 11, 12
- Correlations 163, 164, 181
- Corrosion 126, 129, 150, 161
- Current loads 86, 324
- Cyclic simple shear 161, 170, 172
- Cyclic triaxial 161, 166, 169, 171, 241
- f
- Fatigue 223, 276, 315
- Fatigue Limit States (FLS) 103, 118, 124, 126, 192, 216, 274, 301
- Fetch 63
- Finite element method 241–243, 277
- Flexible piles 145–146, 164, 224
- Foundation type 16
- Fukushima NPP , , 99
- h
- Horizontal capacity of suction caisson 203
- Hywind wind farm 44, 324
- j
- Jacket 18–19, 23–26, 28, 31, 36, 48, 65, 106–108, 110, 130, 131, 146, 196, 276, 316–318, 320
- JONSWAP spectra 55, 62–65, 78, 275
- k
- Kaimal spectra 55, 59–60, 73, 85, 275–276
- Kamisu wind farm , 96–99
- n
- Number of wave cycles 256
- r
- Resonance 83, 117, 119, 197
- Resonant column 161, 172–175, 185, 314
- Rochdale envelope 46–48
- Rocking mode of vibration 35, 109–110
- Rotor frequency (1P) 13, 15, 52, 56, 65, 67, 79, 82, 86, 276, 295
- Rotor‐nacelle assembly (RNA) –9
- s
- Scaling of model tests 32–34
- Scour 34, 42, 44, 103, 121, 126, 127, 128, 147, 150, 182, 207, 211, 212, 354, 356, 359, 361, 362, 363, 364, 365, 366, 367, 368
- Seabed frame 17, 23, 24, 34, 47, 104, 109, 130, 139, 316
- Seismic 51, 87, 88, 89, 90, 132, 149, 150
- Seismic hazard analysis 88, 90
- Semi‐sub , 19, 26–27, 29, 131
- Serviceability Limit States (SLS) 67, 69, 99, 103, 118, 120, 124, 125, 158, 161, 191, 192, 216, 237, 258, 274, 278, 300, 301
- Significant wave height 63, 69, 78
- Site response analysis 132
- Site selection 42
- Soil dynamics 175
- Soil resistance at the time of driving (SRD) 134
- Soil strain 253, 254
- Soil–structure interaction (SSI) 191–271
- Spacing of turbines 37, 39
- Spar buoy 18, 19, 25, 29, 324–325
- Spectral 76
- Spectrum 58, 60, 61, 92
- Stiffness of monopile 50, 104, 220, 277
- Suction caisson 19, 22, 201–204, 227–287
- Sway bending mode 55, 192
- t
- Technology readiness level (TRL) 27, 30, 32, 34, 35
- Tension leg platform (TLP) 19, 25, 27, 29, 237
- Theoretical natural frequency calculation 321
- Tilt 12, 13, 26, 33, 103, 120, 121, 125, 129, 143, 145, 178, 192, 193, 194, 220, 246, 253, 258, 261, 274, 300, 301, 313
- Timoshenko Beam 262–265
- Transition piece 76, 78, 81, 107, 129, 130, 291
- Tsunami , 87, 88, 96, 99, 100, 101, 150
- Turbine specification 15
- Typhoon 149, 178, 184–187
- Typical moment on foundation 84, 85, 88
- u
- Ultimate Limit States (ULS) 67, 69, 92, 103, 124–126, 138, 150, 161, 177, 191, 192, 193, 197, 201, 207, 212, 237, 274, 281, 282, 287, 300, 301, 304, 308, 309, 313, 314, 326, 329, 355, 358, 359, 361, 366, 368
- v
- Vibration modes 33, 34, 35, 51, 55, 87, 88, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 114, 115, 116, 146, 191, 192, 195, 224, 271, 316, 320, 321
- w
- Walney wind farm 58, 63, 64, 85, 196, 198, 250, 252, 253, 254, 255, 267, 268, 270, 275, 291, 292, 294, 295, 296, 298, 307, 324
- Wave spectrum 42, 55, 56, 57, 61, 62, 63, 64, 65, 67, 73, 76, 78, 81, 84, 85, 88, 93, 101, 246, 274, 275, 276, 292, 293, 294, 295, 366
- Wind farm , , , , , 16, 20, 26, 36, 37, 38, 39–43, 46, 87, 133, 134, 140, 151, 155, 164, 196, 250, 275, 324, 351, 363, 367
- Wind power , , , 30, 362
- Wind spectrum 42, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 67, 73, 76, 78, 80, 81, 82, 84, 85, 88, 92, 101, 114, 115, 246, 274, 275, 276, 292, 293, 294, 295, 352, 356, 366
- Wind‐wave mis‐alignment 246, 312, 314
- y
- Yaw 10, 12, 13–14, 119, 120, 121, 122, 123, 193, 194, 197, 259
- Yield surface 157, 200, 201, 202, 208, 241, 243
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