Skip to main content
Earth, Planets and Space

Table 2 List of KiK-net sites with site parameters, peak ground motions, and nonlinear site response indices

From: Peak ground motions and characteristics of nonlinear site response during the 2018 Mw 6.6 Hokkaido eastern Iburi earthquake

ID

Site

R (km)

Vs30

Surface

Borehole

DNL

Fs (Hz)

Fw (Hz)

int

N

HPGA (cm/s/s)

HPGV (cm/s)

UD PGA (cm/s/s)

UD PGV (cm/s)

HPGA (cm/s/s)

HPGV (cm/s)

UD PGA (cm/s/s)

UD PGV (cm/s)

S/B

H/V

V/V

S/B

H/V

V/V

S/B

H/V

V/V

a

IBUH01

27.8

307

1429.2

127.0

1062.0

36.8

259.4

17.4

84.3

5.9

6.8

10.9

5.5

1.97

2.22

4.06

9.56

5.81

17.13

6.74

130

b

IBUH02

28.3

542

707.3

31.7

139.0

5.8

128.3

15.0

51.9

5.8

5.8

6.7

2.8

7.22

7.78

16.16

11.75

10.34

16.91

5.41

15

c

HDKH01

32.8

368

663.4

48.9

316.8

15.0

119.2

17.4

85.2

8.2

4.7

6.2

3.8

3.22

3.94

5.94

8.56

6.47

18.38

5.97

49

d

IBUH03

24.7

111

650.9

150.7

701.5

25.6

794.7

38.8

  

11.7

  

0.5

0.5

 

1.91

0.81

 

6.23

50

e

HDKH04

25.8

235

425.7

55.4

196.8

9.4

162.9

25.5

80.2

5.6

6.8

7.2

2.2

0.88

1.09

15.84

11.66

7.03

19.72

5.86

49

f

IKRH02

58.1

128

299.2

22.6

74.8

3.7

126.5

6.0

20.8

2.1

3.9

3.6

2.5

2.09

2.81

3.19

3.78

2.53

5.41

5.21

15

g

IBUH05

53.4

379

266.0

11.6

129.4

4.4

112.5

7.4

36.4

3.2

4.9

4.4

2.7

12.03

3.44

18.94

14.47

2.66

19.63

4.66

29

h

IBUH06

81.7

305

260.1

14.4

202.6

7.0

54.0

2.0

25.9

1.6

7.1

3.5

5

1.91

1.84

4

2.97

2.22

4.25

5.13

63

i

IBUH07

75.6

259

222.2

9.8

81.6

3.4

67.1

3.3

35.3

1.5

4.2

4.3

4.1

2

5.63

12.28

2.09

1.84

2.72

4.76

23

j

HDKH06

48.2

412

195.7

21.1

107.0

7.4

45.8

9.5

33.8

4.9

2.5

2.2

3.3

2.56

2.25

4.97

1.78

1.47

4.84

5.07

113

k

IKRH03

37.0

326

190.6

26.9

102.0

4.5

135.3

11.6

51.5

3.4

6.1

6.1

3

2.41

2.09

8.63

7.09

2.59

12.19

5.03

65

l

IKRH01

77.9

405

164.9

6.7

42.3

2.9

44.0

2.8

18.8

1.8

1.5

2.5

2.4

4.41

10.66

7.34

14.09

16.41

12.13

4.26

46

m

SRCH07

53.4

316

104.0

6.8

50.3

2.8

21.4

3.6

20.1

2.4

2.3

2.2

2.2

6.75

7.31

10.09

3.84

4.75

8.91

4.2

40

n

OSMH02

135.9

325

80.9

4.5

22.9

1.5

30.0

1.9

9.1

1.3

2.7

2.6

2.4

3.81

0.88

13.59

2.81

2.69

11.91

3.88

18

o

SRCH08

82.6

347

73.6

5.4

29.6

2.6

22.0

2.9

15.3

2.1

5.1

2.7

2.7

6.63

5.78

10.47

4.56

5.94

11.75

3.89

47

p

HDKH05

54.9

766

67.7

5.4

27.9

2.5

26.0

4.5

23.6

3.4

3.8

4.9

2.2

7.66

6.81

8.41

8.63

6.22

10.19

3.95

54

  1. The first column with header ID marks the identification of each panel in Figs. 5, 7, and 12
  2. R fault distance; Fs and Fw predominant frequencies of strong- and weak-motions, respectively; HPGA horizontal vector PGA; HPGV horizontal vector PGV; int JMA instrumental intensity calculated in this study; N number of weak-motion recordings used to compute the mean spectral ratios. For other headers, see the text
Back to article page