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首页> 外文期刊>Journal of Engineering Mechanics >Polynomial Chaos Expansion and Steady-State Response of a Class of Random Dynamical Systems
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Polynomial Chaos Expansion and Steady-State Response of a Class of Random Dynamical Systems

机译:一类随机动力系统的多项式混沌展开和稳态响应

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摘要

The first two moments of the steady-state response of a dynamical random system are determined through a polynomial chaos expansion (PCE) and a Monte Carlo simulation that gives the reference solution. It is observed that the PCE may not be suitable to describe the steady-state response of a random system harmonically excited at a frequency close to a deterministic eigenfrequency: many peaks appear around the deterministic eigenfrequencies. It is proved that the PCE coefficients are the responses of a deterministic dynamical system-the so-called PC system. As a consequence, these coefficients are subjected to resonances associated to the eigenfrequencies of the PC system: the spurious resonances are located around the deterministic eigenfrequencies of the actual system. It is shown that the polynomial order required to obtain some good results may be very high, especially when the damping is low. These results are shown on a multidegree-of-freedom (DOF) system with a random stiffness matrix. A 1-DOF system is also studied, and new analytical expressions that make the PCE possible even for a high order are derived. The influence of the PC order is also highlighted. The results obtained in the paper improve the understanding and scope of applicability of PCE for some structural dynamical systems when harmonically excited around the deterministic eigenfrequencies. (C) 2014 American Society of Civil Engineers.
机译:动态随机系统的稳态响应的前两个时刻是通过多项式混沌展开(PCE)和提供参考解的蒙特卡洛模拟确定的。可以观察到,PCE可能不适合描述以接近确定性本征频率的频率谐波激发的随机系统的稳态响应:在确定性本征频率附近出现许多峰值。事实证明,PCE系数是确定性动力学系统(即所谓的PC系统)的响应。结果,这些系数经受与PC系统本征频率相关的共振:寄生共振位于实际系统的确定本征频率附近。结果表明,获得某些良好结果所需的多项式阶数可能非常高,尤其是在阻尼较低时。这些结果显示在带有随机刚度矩阵的多自由度(DOF)系统上。还研究了一维自由度系统,并推导出了使PCE甚至可以用于高阶的新解析表达式。还突出显示了PC订单的影响。本文获得的结果提高了PCE在确定性本征频率周围谐波激发时对某些结构动力学系统的理解和适用范围。 (C)2014美国土木工程师学会。

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