Taking the OC5 semi-submersible offshore floating wind turbine developed by NREL as the research object
an integrated simulation model was established for both the floating foundation and the wind turbine. Time domain and frequency domain spectral analysis methods were used to perform structural fatigue calculations on the floating foundation. Various approaches were employed to combine the fatigue damage induced by wind turbine loads and wave loads
and the results were compared with the fatigue damage of the structure under combined wind-waves loading conditions obtained through time-domain method. The research results indicate that the fatigue damage estimates derived from the damage combination method
and DNV specification method show the closest agreement with the time domain calculation results
making them suitable for the preliminary design of floating wind turbines.
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references
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