Fig. 6From: 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 methodConcept for the estimation of ground motions. The flow of strong ground motion estimation at MKM or SNK based on the observed strong ground motion at JKM during the foreshock is illustratedBack to article page