2020
DOI: 10.1016/j.renene.2020.05.077
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Mitigation of coupled wind-wave-earthquake responses of a 10 MW fixed-bottom offshore wind turbine

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Cited by 50 publications
(8 citation statements)
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“…Most studies had overlooked complicated boundary constraints, flow characteristics, and complex effects such as fluid, so vortex-induced vibration dynamic models were created to simplify, causing an error in the turbine operation in the process of impact vibration measurement. The multiphase flow with complex constraint boundary vortexinduced vibration response modeling technology and method were also flawed [100][101][102]. As a result, improving dynamic modeling technology and the propagating mechanisms of vortex-induced vibration at complicated boundary restrictions is critical.…”
Section: Vortex-induced Vibrationmentioning
confidence: 99%
“…Most studies had overlooked complicated boundary constraints, flow characteristics, and complex effects such as fluid, so vortex-induced vibration dynamic models were created to simplify, causing an error in the turbine operation in the process of impact vibration measurement. The multiphase flow with complex constraint boundary vortexinduced vibration response modeling technology and method were also flawed [100][101][102]. As a result, improving dynamic modeling technology and the propagating mechanisms of vortex-induced vibration at complicated boundary restrictions is critical.…”
Section: Vortex-induced Vibrationmentioning
confidence: 99%
“…Figure 3: Discrete model and mesh properties of the 10 MW tripod [47] Main advantages of a tripod include being light weight and of high rigidity;…”
Section: Tripodmentioning
confidence: 99%
“…According to the soil parameters in Ref (Yang et al, 2020)., the site soil conditions shown in Figure 7 are adopted in the monopile OWT. Soil conditions are designed as sandy soil with a depth of 45 m. The internal friction angle is 36°, and the saturation weight is selected as 20 kN/m 3 .…”
Section: Pile-soil Interaction Parametersmentioning
confidence: 99%