Nonlinear Structure-Soil Interaction Analysis for the Suction Bucket Foundation of Offshore Wind-Turbine

J. Jin, Dong-Hyun Kim, Minuk Jung
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Abstract

As we are facing the shortage of oil energy, studies on renewable energy, wind energy research has been naturally getting attention. Among wind energies, ocean wind energy is relatively abundant compared to land wind energy and therefore, is getting much attention in terms of its efficiency. However, the problem is the cost. Generally, the cost ratio of the supporting structure is over 25% of the total installation cost of a offshore wind turbine system. Thus, it is very important to reduce the total installation cost of the offshore wind turbine and develop accurate analysis methodology for various offshore wind turbine foundations. In this study, nonlinear structure-soil interaction analyses have been proposed and conducted for the typical suction bucket model of an offshore wind turbine foundation,
海上风力发电机组吸力桶基础非线性结构-土相互作用分析
由于我们面临着石油能源的短缺,对可再生能源、风能的研究自然得到了重视。在风能中,与陆地风能相比,海洋风能相对丰富,因此其效率受到越来越多的关注。然而,问题在于成本。一般来说,支撑结构的成本占海上风电系统总安装成本的25%以上。因此,降低海上风力机的总安装成本,制定准确的海上风力机基础分析方法具有十分重要的意义。本文对某海上风力发电机组基础典型吸斗模型进行了非线性结构-土相互作用分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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