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Developed empirical model for simulation of time-varying frequency in earthquake ground motion

机译:建立了模拟地震地震动时变频率的经验模型

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This research aims to develop an empirical model for simulation of time-varying frequency in earthquake ground motion so as to be used easily in engineering applications. Briefly, 10545 recordings of the Next Generation Attenuation (NGA) global database of accelerograms from shallow crustal earthquakes are selected and binned by magnitude, distance and site condition. Then the wavelet spectrum of each acceleration record is calculated by using one-dimensional continuous wavelet transform, and the frequencies corresponding to the maximum values of the wavelet spectrum at a series of sampling time, named predominant frequencies, are extracted to analyze the variation of frequency content of seismic ground motions in time. And the time-variation of the predominant frequencies of 178 magnitude-distance-site bins for different directions are obtained by calculating the mean square root of predominant frequencies within a bin. The exponential trigonometric function is then use to fit the data, which describes the predominant frequency of ground-motion as a function of time with model parameters given in tables for different magnitude, distance, site conditions and direction. Finally, a practical frequency-dependent amplitude envelope function is developed based on the time-varying frequency derived in this paper, which has clear statistical parameters and can emphasize the effect of low-frequency components on later seismic action. The results illustrate that the time-varying predominant frequency can preferably reflect the non-stationarity of the frequency content in earthquake ground motions and that empirical models given in this paper facilitates the simulation of ground motions.
机译:本研究旨在建立一个模拟地震地震动时变频率的经验模型,以便在工程应用中轻松使用。简而言之,选择了10545条来自浅地壳地震的加速度图的下一代衰减(NGA)全球数据库的记录,并按震级,距离和场地条件进行了分类。然后,使用一维连续小波变换来计算每个加速度记录的小波频谱,并提取与一系列采样时间的小波频谱最大值相对应的频率(称为主频率),以分析频率的变化。地震地震动的内容。通过计算仓内主频的均方根,得到不同方向的178个幅度-距离位点仓主频的时变。然后使用指数三角函数拟合数据,该数据描述了地面运动随时间变化的主要频率,并在表格中针对不同的幅度,距离,工地条件和方向给出了模型参数。最后,根据本文推导的时变频率,开发了一种实用的随频率变化的振幅包络函数,该函数具有清晰的统计参数,可以强调低频分量对以后地震作用的影响。结果表明,时变主导频率可以较好地反映地震地震动中频率成分的非平稳性,本文给出的经验模型有助于模拟地震动。

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