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Table 4 Identified velocity structures at EEB

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

248

1492

25

1730

1.01

2

274

1504

11

1750

0.91

3

407

1519

7

1830

0.61

4

563

1529

55

1900

0.44

5

665

1894

34

1950

0.38

6

702

2373

211

1960

0.36

7

837

2815

115

2010

0.3

8

844

2846

82

2020

0.3

9

1051

2846

84

2090

0.24

10

1363

3051

212

2180

0.18

11

1502

3051

51

2220

0.17

12

1705

3087

265

2270

0.15

13

1914

3751

237

2330

0.13

14

1942

3846

274

2330

0.13

15

2061

3942

124

2360

0.12

16

2111

4008

245

2370

0.12

17

2120

4063

653

2380

0.12

18

2672

4796

629

2500

0.09

19

2893

5124

1728

2540

0.09

20

3400

6000

-

2640

0.07