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An examination of τ_c-Pd earthquake early warning method using a strong-motion building array

机译:用强力建筑物阵列检查τ_c-Pd地震预警方法

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摘要

The use of characteristic period x_c and peak displacement amplitude Pd of the initial P wave in earthquake early warning (EEW) was proposed by Wu and Kanamori [1-4]. Here we apply this approach to strong-motion records from a building sensor array installed in Taitung County, Taiwan. This building was damaged during the 2006 M_w=6.1 Taitung earthquake with a peak ground velocity (PGV) of up to 38.4 cm/s at an epicentral distance of 14.5 km. According to our analysis, the peak displacement amplitude Pd is a better indicator for the destructiveness of an earthquake than τ_c because τ_c is more sensitive to the signal-to-noise ratio (SNR) than Pd. In accordance with previous studies, only the structurally damaging Taitung earthquake generated a Pd value larger than 0.5 cm (a threshold for identifying damaging events). Using Pd as an indicator for destructive earthquakes does not lead to missing or false alarms for EEW purposes.
机译:Wu和Kanamori提出了在地震预警中使用特征周期x_c和初始P波的峰值位移幅度Pd [1-4]。在这里,我们将这种方法应用于台湾台东县安装的建筑物传感器阵列中的强运动记录。该建筑在2006年台东6.1级地震中被破坏,在14.5公里的震中距离处,最高地速(PGV)高达38.4 cm / s。根据我们的分析,峰值位移振幅Pd比τ_c更好地指示了地震的破坏性,因为τ_c比Pd对信噪比(SNR)更敏感。根据先前的研究,只有结构破坏性的台东地震产生的Pd值大于0.5 cm(用于识别破坏性事件的阈值)。使用Pd作为破坏性地震的指标不会导致EEW的丢失或错误警报。

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