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Closed-form solutions for the evolutionary frequency response function of linear systems subjected to separable or non-separable non-stationary stochastic excitations

机译:可分离或不可分离的非平稳随机激励作用下线性系统演化频率响应函数的封闭形式解

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In the seismic engineering, in order to reproduce the typical characteristics of real earthquakes ground-motion time history, the so-called uniformly modulated and the fully non-stationary random processes have been introduced. The first process is constructed as the product of a stationary zero-mean Gaussian random process by a deterministic function of time; for this reason it is also called separable non-stationary stochastic process. However, this process catches only the time-varying intensity of the accelerograms. To consider simultaneously both the amplitude and frequency changes, time-frequency varying deterministic functions have been introduced in the characterization of the input process. The latter process is referred as fully or non-separable non-stationary stochastic process.
机译:在地震工程中,为了重现真实地震地震动时程的典型特征,引入了所谓的均匀调制和完全非平稳随机过程。第一个过程被构造为固定的零均值高斯随机过程与时间的确定性函数的乘积;因此,它也被称为可分离的非平稳随机过程。但是,此过程仅捕获加速图的时变强度。为了同时考虑幅度和频率变化,在输入过程的表征中引入了时频变化确定性函数。后一过程称为完全或不可分离的非平稳随机过程。

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