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An Investigation of Characteristic Periods of Seismic Ground Motions

机译:地震地震动特征周期研究

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The design seismic base shear was obtained from the spectral elastic acceleration S_a divided by a system behavior factor R, accounting for ductility and overstrength. The behavior factor is currently taken as a constant for a given type of structures in various codes regardless of structural periods. In fact, the behavior factor is also a spectrum varying with the natural periods of structures. In order to understand the relationship between the spectral values and the corresponding characteristic periods in these two spectra, S_a and R_μ, this article carries out an investigation into the characteristic periods of 370 seismic ground motions from 4 site types. It is found that the periods T_(ga) at which the peak values appear in the S_a spectra are much less than the periods T_(gR) at which the R_μ spectra take a maximum value. Two characteristic periods are necessary to determine the seismic action if a more elaborate procedure is required in practice. Statistical study on these two periods is carried out for the 370 records, and results are presented. For site types A-D, the ratio of these two periods has a statistically averaged value of 5.5-6.7.rnThe maximum input energy S_(EI), relative velocity 5_v, power density P_(SD), and the Fourier amplitude F_s spectra were constructed to determine their characteristic periods, respectively. These four spectra predict similar characteristic periods to T_(gR). T_(gR) is very close to the characteristic period T_(gd) of the elastic displacement spectra.rnAnalysis of SDOF systems under combined harmonic excitations shows that the S_a spectrum is more sensitive to high-frequency excitations, while the displacement spectrum is more sensitive to long period excitations. For the elastic-plastic S_a spectra, peak values tend to appear at shorter periods even the amplitudes of the longer periods are greater than that of the shorter period. This provides an explanation on different characteristic periods in the S_a and R_μ spectra.
机译:设计地震基础剪切力是由频谱弹性加速度S_a除以系统行为因子R得到的,这考虑了延性和超强度。对于各种结构中给定类型的结构,当前的行为因子均视为常数,而与结构周期无关。实际上,行为因素也是随结构自然周期而变化的光谱。为了了解频谱值与这两个频谱中相应的特征周期S_a和R_μ之间的关系,本文对4个站点类型的370个地震地震动的特征周期进行了研究。发现在S_a光谱中出现峰值的周期T_(ga)远小于R_μ光谱取最大值的周期T_(gR)。如果在实践中需要更复杂的程序,则需要两个特征周期来确定地震作用。对这两个时期的370条记录进行了统计研究,并给出了结果。对于AD型站点,这两个周期的比率的统计平均值为5.5-6.7.rn构造了最大输入能量S_(EI),相对速度5_v,功率密度P_(SD)和傅立叶振幅F_s光谱分别确定其特征周期。这四个光谱预测的特征周期与T_(gR)相似。 T_(gR)非常接近弹性位移谱的特征周期T_(gd).rn对SDOF系统在组合谐波激励下的分析表明,S_a谱对高频激励更敏感,而位移谱更敏感长期激励。对于弹塑性S_a谱,即使较长周期的幅度大于较短周期的幅度,峰值也倾向于在较短周期出现。这提供了关于S_a和R_μ光谱中不同特征周期的解释。

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