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Table 4 PGA and PGV values at JKM and SNK during the foreshock and main shock

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

JKM

SNK

N–S

E–W

N–S

E–W

N–S

E–W

N–S

E–W

Foreshock

659

432

1759

1788

59

43

115

116

Main shock

606

552

1701

1382

71

41

110

75