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Table 3 List of K-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 (m/s) HPGA (cm/s/s/) HPGV (cm/s) UD PGA (cm/s/s) UD PGV (cm/s) DNL Fw (Hz) Fs (Hz) int N
a HKD127 27.8 189* 1317.8 95.6 1592.6 45.0 13.1 7.78 2.06 6.41 54
b HKD125 27.6 129* 772.0 60.3 202.9 14.7 3.3 2.47 1.53 6.14 26
c HKD128 26.3 192 704.0 104.3 396.5 27.1 4.7 1.47 1.25 6.44 60
d HKD103 36.5 174* 693.1 46.9 344.0 17.2 6.1 6.84 2.09 5.98 17
e HKD126 23.8 166 661.4 151.4 334.9 13.8 13.4 3.06 0.53 6.45 36
f HKD124 35.3 287* 624.6 22.0 120.0 5.1 6.8 12.5 8.44 4.99 13
g HKD185 51.4 311 561.7 21.5 325.3 6.3 3.4 1.56 1.41 5.25 79
h HKD129 36.3 438 386.8 24.1 126.0 7.0 4.9 0.84 3.38 5.25 18
i HKD105 27.2 375 373.3 58.7 320.3 17.1 6.8 4.94 1.09 5.68 59
j HKD184 37.9 293 365.4 30.4 448.5 10.8 4.4 4.22 3.47 5.34 56
k HKD104 28.6 243* 355.6 25.5 113.9 6.6 3 5.38 6.84 5.17 13
l HKD131 75.4 266* 353.9 11.5 166.4 4.6 4.6 8.25 7.72 4.97 37
m HKD181 54.4 221 277.9 18.4 117.3 6.9 3.8 0.75 0.5 5.18 24
n HKD130 53.3 455 205.8 11.4 127.5 4.5 3.1 2.59 3.44 4.57 14
o HKD182 46.4 311 205.1 20.0 107.4 3.2 2.6 4.06 4.34 4.76 10
p HKD106 49.4 245 201.9 23.7 41.2 5.2 2.6 4.75 1.91 5.03 28
  1. The first column with header ID marks the identification of each panel in Fig. 14. R, fault distance; the numerals marked with * under the header Vs30 are the values of Vs10 at the corresponding sites
  2. HPGA horizontal vector PGA; HPGV horizontal vector PGV; Fw and Fs predominant frequencies of strong- and weak-motions, respectively; N number of weak-motion recordings used; int JMA instrumental intensity calculated in this study. For other headers, see the text