Fig. 7From: 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 methodFramework for estimating ground motions. MKM and SNK are the sites of interest where strong ground motions during the foreshock are to be evaluated. JKM is a nearby observation station for strong ground motionsBack to article page