2018
DOI: 10.1785/0120170085
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The Propagation of Local Undamped Motion (PLUM) Method: A Simple and Robust Seismic Wavefield Estimation Approach for Earthquake Early Warning

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Cited by 73 publications
(80 citation statements)
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References 41 publications
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“…The ShakeAlert system (Given et al, 2018) computes polygons within which the expected ground motion is above an alerting level. The operational JMA EEW system (Kodera et al, 2018) alerts 188 "forecast regions" (Doi, 2011). If any of the numerous alerting points inside a forecast region exceeds the alerting threshold, the entire region is alerted, including the parts of the region that are located at larger distances.…”
Section: Discussionmentioning
confidence: 99%
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“…The ShakeAlert system (Given et al, 2018) computes polygons within which the expected ground motion is above an alerting level. The operational JMA EEW system (Kodera et al, 2018) alerts 188 "forecast regions" (Doi, 2011). If any of the numerous alerting points inside a forecast region exceeds the alerting threshold, the entire region is alerted, including the parts of the region that are located at larger distances.…”
Section: Discussionmentioning
confidence: 99%
“…Here the PLUM and FinDer algorithms have a key advantage over standard point-source algorithms in that they do not strongly rely on phase associations. PLUM's ground motion predictions can be made entirely independent of event associations (Kodera et al, 2018). Similarly, FinDer performs a continuous ground motion association, by finding the best single model that best explains the observed ground motion field, independent of pick-associations.…”
Section: Discussionmentioning
confidence: 99%
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“…In fact, observed intensities of ground motions are not necessarily in agreement with the estimates by a big-net EEW. Recently, researchers proposed a new method of "PLUM" (Propagation of Local Undamped Motion) for the JMA EEW system to better predict seismic intensities directly from the observed real-time intensities near target sites (Kodera et al 2018).…”
Section: Variation Of Ground Motions and Site-specific Factorsmentioning
confidence: 99%