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RESPONSE OF STRUCTURES TO RANDOM EXCITATIONS IN TIME DOMAIN

机译:结构对时域中随机激发的响应

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A new and easily used state variable method of structural response analysis to random excitations in time domain is developed and its application is illustrated by two numerical examples. The method readily applies to any type of excitations characterized by power spectral densities. The random excitations can be mathematically matched as the outputs of a linear system which has a stationary white-noise process as its input. Then the equations of an augmented system driven by white-noise can be obtained. The algebraic matrix Riccati equation must be solved numerically to obtain the root-mean-square values of structural response. Two numerical examples are illustrated, namely (1) a matched system of random excitation is described, and (2) a root-mean-square value of an airplane in turbulence is calculated.
机译:开发了一种新的且易于使用的结构响应分析对时域中随机激励的状态变量方法,其应用由两个数值示例说明。该方法容易适用于由功率谱密度为特征的任何类型的激励。随机激发可以数学上匹配作为具有静止白噪声过程作为其输入的线性系统的输出。然后可以获得由白噪声驱动的增强系统的等式。成像矩阵Riccati等式必须在数值上进行解决以获得结构响应的根均方值。示出了两个数值例子,即(1)描述了随机激励的匹配系统,并且(2)计算湍流中的飞机的根平均值。

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