Fig. 6From: Peak ground motions and characteristics of nonlinear site response during the 2018 Mw 6.6 Hokkaido eastern Iburi earthquakeComparison of the borehole (left panel) and surface (right panel) NS component acceleration recordings for weak-motions (a) and mainshock (b) at site IBUH01 at different passband frequencies. The weak-motion recordings are from an event that occurred on November 1, 2006, at 23:21 JST (Mj = 4.8, focal depth = 49 km, epicentral distance = 123 km, back azimuth = 120°). In each panel, the uppermost recordings are unfiltered ones; the middle and lowermost recordings were bandpass filtered at 0.5–3 Hz and 3–10 Hz, respectively, as indicated in each plot. The maximum acceleration in the unit of cm/s2 is indicated above each trace. Note that the scale of the vertical axis in the right panels is larger by a factor of 10 with respect to that in left panelsBack to article page