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A PROBABILISTIC APPROACH TO DETERMINE WAVE FORCES ON OCEAN PILE STRUCTURES

机译:确定海洋桩结构波力的一种概率方法

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Multiple linear regression analysis is applied to predict horizontal velocities and acceleration of water particles subjected to waves. Furthermore it was used to predict the coefficient of drag for circular piles. The mean value functions of the parameters are calculated and the assumption of their lognormal distribution reasonably well verified. The method used here is free from theoretical assumptions about wave mechanisms and, hence, explains the behavior of experimental results. Using Monte Carlo simulation these regression relations were then utilized to generate the distribution functions of wave forces. Using the Morison force equation, in this simulation, the distribution function for the drag and the inertial components of the force are determined separately. A linear superposition of those time varying processes was performed to obtain the distribution of the total maximum force. Finally a probabilistic wave height-wave force relationship was developed for the purpose of creating a force distribution function given a random sea state.
机译:应用多元线性回归分析来预测水流受到波浪作用时的水平速度和加速度。此外,它还用于预测圆形桩的阻力系数。计算出参数的平均值函数,并合理地验证了其对数正态分布的假设。这里使用的方法没有关于波动机制的理论假设,因此可以解释实验结果的行为。然后,使用蒙特卡洛模拟法将这些回归关系用于生成波浪力的分布函数。在此模拟中,使用莫里森力方程,分别确定了阻力的分布函数和惯性分量。对那些时变过程进行线性叠加以获得总最大力的分布。最后,为了建立在随机海况下的力分布函数,建立了概率波高与波力的关系。

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