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  • 1
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    In:  Terrestrial, Atmospheric and Ocean Sciences, Kunming, China, Elsevier, vol. 13, no. 3, pp. 313-324, pp. L02312, (ISSN: 1340-4202)
    Publication Date: 2002
    Keywords: Seismology ; Seismic networks ; Real time earthquake monitoring ; Early warning systems (earthquakes, volcanic eruptions, tsunamis etc.) ; Earthquake ; TAO ; China ; Taiwan
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  • 2
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    In:  Terrestrial, Atmospheric and Ocean Sciences, Kunming, China, Elsevier, vol. 10, no. 4, pp. 719-736, pp. L02312, (ISSN: 1340-4202)
    Publication Date: 1999
    Keywords: Seismology ; Seismic networks ; Real time earthquake monitoring ; Early warning systems (earthquakes, volcanic eruptions, tsunamis etc.) ; Earthquake ; TAO ; China
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  • 3
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    In:  Natural Hazards, Kunming, China, Elsevier, vol. 32, no. 3, pp. 357-373, pp. L02312, (ISSN: 1340-4202)
    Publication Date: 2004
    Description: A better real-time assessment of earthquake effects (i.e. seismic intensity estimation) is crucial for hazard mitigation. Especially during the aftermath of a disastrous event, significant reduction of loss can usually be realized through timely execution of emergency response measures. These effects include strong-ground shaking, ground failure, and their impact on man-made structures. The descriptive Modified Mercalli intensity scale, though still in common use in many poorly instrumented areas of the world, is out of date in areas of extensive strong-motion instrumentation. It is desirable to place the earthquake intensity scale on a more quantitative basis based on the actual recorded ground-motion shaking and carefully compiled damage records. In this paper, we investigated the relationships between earthquake loss, intensity and strong motion peak values, mainly based on the Chi-Chi earthquake. Both the strong-motion peak values and the earthquake loss are related. From the results, we found that peak ground acceleration (Peak ground acceleration) and peak acceleration response spectra at 1 s period (1 s Sa) values are two parameters that give slightly higher correlation coefficients than other parameters for earthquake loss analysis. For intensity estimations, the peak ground velocity (Peak ground velocity) values and 1 s Sa values are better parameters in the high range and Peak ground acceleration is not stable for smaller earthquakes. Although Peak ground velocity values give a slightly lower correlation coefficient and larger standard deviation in seismic loss analysis during the Chi-Chi earthquake, it nevertheless gives more reliable instrumental intensity over a broad magnitude range. 1 s Sa is a good parameter for both seismic losses and intensity evaluation. We thus conclude that Peak ground velocity and 1 s Sa are relatively more stable in damage assessment and, at least in the high end, in intensity estimation. We shall incorporate these findings in our real-time earthquake rapid reporting and early warning systems.
    Keywords: Earthquake hazard ; Strong motions ; Peak ground acceleration ; Earthquake ; China ; Earthquake risk ; Earthquake engineering, engineering seismology ; seismic ; hazard ; mitigation ; seismic ; damage ; assessment, ; peak ; ground ; motion, ; earthquake ; rapid ; reporting ; system ; NATHAZ
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