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Closed form solution for the first natural frequency of offshore wind turbine jackets supported on multiple foundations incorporating soil-structure interaction

机译:封闭式解决方案,用于海上风力涡轮机护套的第一自然频率,该频率在多个基础上受土壤-结构相互作用的支撑

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Offshore Wind Turbines (OWTs) are dynamically sensitive structures and as a result estimating the natural frequency of the whole system taking into effect the flexibility of the foundation is one of the major design considerations. The natural frequency is necessary to predict the long-term performance as well as the fatigue life. Currently, jackets supported on multiple foundations (such as piles or suction caissons) are being considered to support WTG (Wind Turbine Generators) for deeper water developments. This paper presents a practical method to compute the natural frequency of a jacket supporting WTG by incorporating Soil-Structure-Interaction (SSI) based on closed form solutions. The formulation presented can be easily programmed in a spreadsheet type program and can serve as a convenient way to obtain the natural frequency with the least amount of input. The basis of this method is the Euler-Bernoulli beam theory where foundations are idealized with a set of linear springs. In this method, a 3-Dimensional jacket is first converted into a 2-Dimensional problem along the orthogonal planes of vibration which are essentially the principal axes of the foundation geometry. Subsequently, the jacket is converted into an equivalent beam representing it's stiffness and a formulation is presented to find an equivalent beam for the entire tower-jacket system. Using energy methods, an equivalent mass of the RNA (Rotor Nacelle Assembly)-tower-jacket system is also calculated and the fixed base frequency of the jacket is estimated. To consider the flexibility effects of the foundation, a formulation for an equivalent rotational spring of the foundation is developed. A method to incorporate the mass of the transition piece is also presented. Finally, a step-by-step application of the methodology is presented by taking example problems from literature which also serves the purpose of validation and verification.
机译:海上风力涡轮机(OWT)是动态敏感的结构,因此估算出整个系统的固有频率并将其有效发挥作用,是基础的灵活性是其主要的设计考虑之一。固有频率对于预测长期性能以及疲劳寿命是必不可少的。当前,考虑将支撑在多个基础(例如桩或沉箱)上的外套支撑WTG(风力涡轮发电机),以进行更深的水开发。本文提出了一种实用的方法,该方法通过基于封闭形式解决方案结合土壤-结构-相互作用(SSI)来计算支撑WTG的外套的固有频率。所提供的公式可以很容易地在电子表格类型的程序中进行编程,并且可以作为一种便捷的方法,以最少的输入量获得t h自然频率。该方法的基础是Euler-Bernoulli梁理论,其中的基础是通过一组线性弹簧来理想化的。在这种方法中,首先将3维外套沿振动的正交平面转换为2维问题,这实际上是基础几何的p‐r‐n‐c‐i‐p‐l轴。随后,将外套转换成代表其刚度的等效梁,并提出了一种公式,以找到整个塔式外套系统的等效梁。使用能量方法,还可以计算出RNA(转子机舱组件)-塔式外套系统的等效质量,并估算外套的固定基础频率。为了考虑基础的柔韧性影响,开发了基础的等效旋转弹簧的公式。还提出了一种结合过渡件的质量的方法。最后,以文献中的示例问题为例,介绍了该方法的逐步应用,该示例问题还用于验证和验证。

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