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Ice-Induced Vibrational Response of Single-Pile Offshore Wind-Turbine Foundations
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作者 Zhoujie Zhu Gang Wang +3 位作者 Qingquan Liu Guojun Wang Rui Dong Dayong Zhang 《Fluid Dynamics & Materials Processing》 EI 2024年第3期625-639,共15页
Important challenges must be addressed to make wind turbines sustainable renewable energy sources.A typical problem concerns the design of the foundation.If the pile diameter is larger than that of the jacket platform... Important challenges must be addressed to make wind turbines sustainable renewable energy sources.A typical problem concerns the design of the foundation.If the pile diameter is larger than that of the jacket platform,traditional mechanical models cannot be used.In this study,relying on the seabed soil data of an offshore wind farm,the m-method and the equivalent embedded method are used to address the single-pile wind turbine foundation problem for different pile diameters.An approach to determine the equivalent pile length is also proposed accordingly.The results provide evidence for the effectiveness and reliability of the model based on the equivalent embedded method. 展开更多
关键词 Wind turbine ice-induced vibration dynamic response equivalent embedded method
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