Risk-Based Structural Seismic Response Assessment of Large-Scale Jacket-Supported Offshore Wind Turbines

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Zeyad Khalil, Peter J. Stafford, Ahmed Y. Elghazouli
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引用次数: 0

Abstract

Offshore wind energy is growing as a major contributor to achieving the current targets of reaching net-zero carbon emissions globally, offering a scalable, reliable, and cost-competitive energy source. With the worldwide momentum of investing in wind energy infrastructure, offshore wind farms are now being constructed in seismically active regions, along with ambitious future expansion plans in countries of moderate-to-high seismic activity. To date, limited data exists on the long-term performance of large-scale offshore wind turbines under earthquake loading, which necessitates a comprehensive understanding of the performance of such assets under moderate and extreme seismic events. This study provides a risk-based assessment of the seismic performance of jacket-supported offshore turbines which have received less attention in the literature compared to monopile-supported offshore turbines, and can provide a more attractive solution in seismic regions. The performance of a four-legged, X-braced reference jacket structure supporting a 10 MW turbine located in a reference site of high seismicity, where different source types drive the seismic hazard, is investigated using response history analysis. Particular emphasis is given to the hazard-consistent ground-motion selection methodology required for properly evaluating the response considering several seismic response measures. To achieve this, 300 nonlinear response history analyses are conducted to investigate the maximum acceleration and drift demands at the rotor-nacelle assembly (RNA) level across a range of seismic hazard intensity levels. Additionally, conditional fragility curves for different acceleration and drift limits and demand curves showing the annual rate of exceedance as a function of demand values are reported. The study highlights the high sensitivity of the obtained results to the demand limit definition for both drifts and accelerations at the RNA level. This emphasizes the need for proper and consistent definitions of demand limits and acceptance criteria to provide reliable risk-based damage and loss assessments.

基于风险的大型护套支撑海上风力发电机结构地震响应评估
海上风能作为一种可扩展、可靠且具有成本竞争力的能源,正在成为实现当前全球净零碳排放目标的主要贡献者。随着全球投资风能基础设施的势头,海上风力发电场正在地震活跃地区建设,同时还有雄心勃勃的未来扩张计划,将在地震活动中至高的国家进行。迄今为止,关于大型海上风力涡轮机在地震载荷下的长期性能的数据有限,因此需要全面了解此类资产在中等和极端地震事件下的性能。与单桩支撑海上涡轮机相比,导管架支撑海上涡轮机在文献中受到的关注较少,本研究提供了基于风险的海上涡轮机抗震性能评估,可以为地震区提供更具吸引力的解决方案。采用响应历史分析方法,研究了位于高地震活动性参考地点的10 MW涡轮机的四足x支撑参考夹套结构的性能,其中不同类型的震源驱动地震危险。特别强调了考虑到几种地震反应措施,正确评估反应所需的危险一致的地震动选择方法。为了实现这一目标,研究人员进行了300次非线性响应历史分析,以研究在一系列地震危险烈度水平下转子-机舱组件(RNA)水平上的最大加速度和漂移需求。此外,报告了不同加速度和漂移极限的条件脆弱性曲线以及显示年超越率作为需求值函数的需求曲线。该研究强调了所获得的结果对RNA水平上漂移和加速度的需求极限定义的高度敏感性。这强调需要对需求限制和接受标准作出适当和一致的定义,以提供可靠的基于风险的损害和损失评估。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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