Fig. 8From: Examination of source-model construction methodology for strong ground-motion simulation of multi-segment rupture during 1891 Nobi earthquake(a) Distribution of simulated seismic intensity scales (SIScal) in best characterized source model. (b) Distribution of differences between simulated seismic intensity scales (SIScal) and estimated questionnaire-based intensity scales (SISqi) in best characterized source model. The difference is calculated by SIScal − SISqi.Back to article page