Fig. 17From: Peak ground motions and characteristics of nonlinear site response during the 2018 Mw 6.6 Hokkaido eastern Iburi earthquakeObserved PGVs after corrections for nonlinear site effects plotted as a function of fault distance. The values were adjusted for nonlinear site effects if rock site PGAs exceeded 50 cm/s2, and Vs30 values were lower than about 550 m/s. For further explanation, see the text and figure captions in Fig. 2Back to article page