The Determination of Modal Damping Ratios and Natural Frequencies from Bispectrum Modeling

C. Liou, Chih-Chi Chang
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引用次数: 1

Abstract

We present a new signal processing and testing technique by using higher statistical moment, the bispectrum, to determine the damping ratio and natural frequency of offshore structures excited by both unexpected Gaussian forces and known non-Gaussian driving forces. Due to the unexpected exciting forces, such as the turbulence, in the ocean environment, the transfer functions of the offshore structures are hardly determined through operating a known driving force and measuring its response. In order to overcome this problem, some of the existing techniques try to model the unexpected forces as white Gaussian forces or almost white Gaussian forces and determine the modal parameters from the response only. Some others are trying to average the input and output in certain effective way to suppress unexpected parts. Our method uses third order moment so as to keep the influence of the unexpected Gaussian forces away from the determination of the transfer function of the structure which has linear properties. We model the third order moment property of the response function with a bispectral model. And the modal parameters can be calculated from the estimated model's coefficients. Our method was proved by a considerable amount of simulations.
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从双谱模型确定模态阻尼比和固有频率
我们提出了一种新的信号处理和测试技术,利用更高的统计矩,即双谱,来确定海洋结构在意外高斯力和已知非高斯驱动力的激励下的阻尼比和固有频率。由于海洋环境中存在湍流等非预期的激励力,很难通过操作已知的驱动力并测量其响应来确定近海结构的传递函数。为了克服这个问题,现有的一些技术试图将意外力建模为白高斯力或几乎白高斯力,并仅从响应中确定模态参数。有些人试图以某种有效的方式平均输入和输出,以抑制意想不到的部分。我们的方法采用三阶矩,以避免意外高斯力的影响,以确定具有线性性质的结构的传递函数。用双谱模型对响应函数的三阶矩性质进行了建模。由模型的估计系数可以计算出模态参数。我们的方法经过了大量的仿真验证。
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