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Table 2 Parameters for the foreshock and the observed earthquake events

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

 

Foreshock

EQ-1

EQ-2

EQ-3

Date (year/month/day)

April 14, 2016

April 15, 2016

April 15, 2016

April 15, 2016

Origin timea (H:Min:S)

21:26:34.43

18:48:12.70

20:15:13.50

23:17:31.62

Source regiona

NW Kumamoto Pref.

NW Kumamoto Pref.

NW Kumamoto Pref.

NW Kumamoto Pref.

Latitudea (deg.)

N 32.7417

N 32.7105

N 32.6972

N 32.8598

Longitudea (deg.)

E 130.8087

E 130.7503

E 130.7417

E 130.8740

Deptha (km)

11.39

13.44

12.47

7.02

MJ a

6.5

3.9

3.8

3.6

MW b

6.1

3.7

3.7

3.8

M0 b (Nm)

1.74E + 18

4.48E + 14

4.25E + 14

5.52E + 14

(strike, dip, rake)b (deg.)

(212, 89, 164)

(33, 87, 162)

(207, 70, 178)

(281, 51, 59)

Focal mechanismsb

  1. aAfter JMA
  2. bAfter F-net (www.fnet.bosai.go.jp)