Simplified Frequency Content Estimates of Earthquake Ground Motions
It is often useful in earthquake engineering practice to characterize the frequency content of an earthquake ground motion with a single parameter. Three simplified frequency content parameters are examined: mean period (Tm), predominant period (Tp), and the smoothed spectral predominant period (To)...
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Veröffentlicht in: | Journal of geotechnical and geoenvironmental engineering 1998-02, Vol.124 (2), p.150-159 |
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container_title | Journal of geotechnical and geoenvironmental engineering |
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creator | Rathje, Ellen M Abrahamson, Norman A Bray, Jonathan D |
description | It is often useful in earthquake engineering practice to characterize the frequency content of an earthquake ground motion with a single parameter. Three simplified frequency content parameters are examined: mean period (Tm), predominant period (Tp), and the smoothed spectral predominant period (To). These frequency content parameters are calculated for 306 strong motion recordings from 20 earthquakes in active plate-margin regions. These data are used to develop a model that describes the magnitude, distance, and site dependence of these frequency content parameters. Nonlinear regression analyses are performed to evaluate model coefficients and standard error terms. The results indicate that the traditional Tp parameter has the largest uncertainty in its prediction, and that previous relationships proposed to predict Tp are inconsistent with the current data set. Moreover, Tm is judged to be the best simplified frequency content characterization parameter, and it can be reliably estimated. |
doi_str_mv | 10.1061/(ASCE)1090-0241(1998)124:2(150) |
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Three simplified frequency content parameters are examined: mean period (Tm), predominant period (Tp), and the smoothed spectral predominant period (To). These frequency content parameters are calculated for 306 strong motion recordings from 20 earthquakes in active plate-margin regions. These data are used to develop a model that describes the magnitude, distance, and site dependence of these frequency content parameters. Nonlinear regression analyses are performed to evaluate model coefficients and standard error terms. The results indicate that the traditional Tp parameter has the largest uncertainty in its prediction, and that previous relationships proposed to predict Tp are inconsistent with the current data set. 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Three simplified frequency content parameters are examined: mean period (Tm), predominant period (Tp), and the smoothed spectral predominant period (To). These frequency content parameters are calculated for 306 strong motion recordings from 20 earthquakes in active plate-margin regions. These data are used to develop a model that describes the magnitude, distance, and site dependence of these frequency content parameters. Nonlinear regression analyses are performed to evaluate model coefficients and standard error terms. The results indicate that the traditional Tp parameter has the largest uncertainty in its prediction, and that previous relationships proposed to predict Tp are inconsistent with the current data set. 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Three simplified frequency content parameters are examined: mean period (Tm), predominant period (Tp), and the smoothed spectral predominant period (To). These frequency content parameters are calculated for 306 strong motion recordings from 20 earthquakes in active plate-margin regions. These data are used to develop a model that describes the magnitude, distance, and site dependence of these frequency content parameters. Nonlinear regression analyses are performed to evaluate model coefficients and standard error terms. The results indicate that the traditional Tp parameter has the largest uncertainty in its prediction, and that previous relationships proposed to predict Tp are inconsistent with the current data set. 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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Earth sciences Earth, ocean, space Earthquakes, seismology Exact sciences and technology Internal geophysics TECHNICAL PAPERS |
title | Simplified Frequency Content Estimates of Earthquake Ground Motions |
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