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首页> 外文期刊>Latin American Journal of Solids and Structures >Seismic behavior analysis of wind turbine tower affected by hydrodynamic pressure based on a simplified calculation model
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Seismic behavior analysis of wind turbine tower affected by hydrodynamic pressure based on a simplified calculation model

机译:基于简化计算模型的流体动力学压力影响的风力涡轮机塔的地震行为分析

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The interaction between water and structure will inevitably lead to the hydrodynamic pressure, which couldchange the dynamic behavior of the wind turbine tower under earthquake action. Based on the Morisonhydrodynamic theory, a simplified calculation method of hydrodynamic pressure was proposed, and theeffects of different water depths and hydrodynamic pressure on the seismic behavior of the wind turbinetower is investigated. The main results include: wind turbine tower in deep water is sensitive to water, andthe deformation and energy dissipation capacity of the wind turbine tower are decreased affected by thehydrodynamic pressure; the influence of hydrodynamic pressure on the acceleration and displacement isrelated to the high frequency components of the seismic wave, and the effect of hydrodynamic pressure onthe internal force, displacement, and acceleration increases with the increasing of the water depths underdifferent earthquakes. Finally, a shaking table test is carried out, and the experimental results are in goodagreement with the calculated results using our proposed method.
机译:水和结构之间的相互作用将不可避免地导致流体动力学压力,这可能在地震作用下提供了风力涡轮机塔的动态行为。基于MoriscyDroynumic理论,提出了一种简化的流体动力学计算方法,并研究了不同水深和流体动力学压力对风力涡轮喷风机的地震行为的影响。主要结果包括:深水中的风力涡轮机塔对水敏感,风力涡轮机塔的变形和能量耗散能力受水动力压力的影响降低;水动力压力对地震波的高频分量的加速度和位移的影响,以及水动力压力对内力,位移和加速度的影响随着水深下划线的增加而增加。最后,进行了摇动台测试,使用我们提出的方法,实验结果与计算结果进行了真实性。

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