This study investigates the extreme environment conditions behaviors of a reference offshore wind turbine with jacket substructure for transitional water depths. Fully coupled, nonlinear time-domain simulations on full system models are carried out under earthquake and typhoon loads. For a further insight into the importance of seismic and typhoon assessment, a comparison with demands from some typical design load cases prescribed by International Electromechanical Commission standard IEC 61400-3 is also provided. It is shown that earthquake loading may cause a significant increase of stress resultant demands, especially for seismically active areas. In addition, the results also showed the vertical accelerations at the ground surface were amplified by a factor of 8 at the location of the tower top. Larger structures with lower natural frequencies may be prone to significant responses of excitation in the vertical direction. This acceleration can have significant bearing on the design of the tower and its connection to the nacelle and performance of the turbine after the earthquake.
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December 2020
December 01 2020
Strength Analysis for a Jacket-type Substructure of an Offshore Wind Turbine Under Extreme Environment Conditions
Ting-Yu Fan
;
Ting-Yu Fan
Institute of Nuclear Energy Research
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Szu-Han Chen
;
Szu-Han Chen
Institute of Nuclear Energy Research
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Chin-Cheng Huang
Chin-Cheng Huang
Institute of Nuclear Energy Research
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Int. J. Offshore Polar Eng. 30 (04): 414–420.
Paper Number:
ISOPE-20-30-4-414
Article history
Received:
June 25 2019
Published Online:
December 01 2020
Accepted:
December 01 2020
Citation
Fan, Ting-Yu, Chen, Szu-Han, and Chin-Cheng Huang. "Strength Analysis for a Jacket-type Substructure of an Offshore Wind Turbine Under Extreme Environment Conditions." Int. J. Offshore Polar Eng. 30 (2020): 414–420. doi: https://doi.org/10.17736/ijope.2020.ty07
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