Fig. 4From: Ground motion estimation for the elevated bridges of the Kyushu Shinkansen derailment caused by the foreshock of the 2016 Kumamoto earthquake based on the site-effect substitution methodComparison of the observed acceleration waveforms that occurred during EQ-2 close to the main rupture area of the foreshock at MKM and SNK for the N–S and E–W componentsBack to article page