Fig. 16From: Application of the on-site P-wave earthquake early warning method based on site-specific ratios of S-waves to P-waves to the 2016 Kumamoto earthquake sequence, JapanRelationships between PGA (peak ground acceleration) on the ground surface and PBA (peak basement acceleration) on the borehole at the strong-motion station of KiK-net KMMH16, during the 2016 Kumamoto earthquake sequence. In the figure, standard deviation σ in logarithm is indicated, and closed circles indicate the mainshock. a PBA of S-wave and PBA of P-wave. b PGA of P-wave and PBA of P-wave. c PGA of S-wave and PBA of S-wave. d PGA of S-wave and PGA of P-waveBack to article page