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Table 3 Identified velocity structures at KUMA

From: Estimation of weak and strong ground motions based on diffuse field concept for earthquake for steps 2 and 3 of blind prediction exercise

No.

Vs [m/s]

Vp [m/s]

Thickness [m]

Density [kg/m3]

Damping [%]

1

153

1301

26

1660

1.64

2

229

1301

10

1720

1.09

3

284

1301

30

1760

0.88

4

541

1562

18

1890

0.46

5

541

2573

84

1890

0.46

6

714

2954

322

1970

0.35

7

1178

3081

136

2130

0.21

8

1311

3081

212

2170

0.19

9

1833

3418

194

2310

0.14

10

1931

3470

189

2330

0.13

11

2230

4025

152

2400

0.11

12

2230

4025

409

2400

0.11

13

2230

4056

325

2400

0.11

14

2494

4382

226

2460

0.10

15

2522

4576

493

2460

0.10

16

2723

4805

1037

2510

0.09

17

2734

4866

260

2510

0.09

18

2956

5278

2127

2550

0.08

19

3320

5794

1534

2620

0.08

20

3400

6000

2640

0.07