From: 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 method
Event
PGA value (Gal)
PGV value (cm/s)
JKM
SNK
N–S
E–W
Foreshock
659
432
1759
1788
59
43
115
116
Main shock
606
552
1701
1382
71
41
110
75