Fig. 7From: Subsurface velocity structure and site amplification characteristics in Mashiki Town, Kumamoto Prefecture, Japan, inferred from microtremor and aftershock recordings of the 2016 Kumamoto earthquakesComparisons of ground motions between each temporary observation site and KiK-net station KMMH16 (ground surface). a Circles show the ratios of three-component peak ground acceleration (PGA) and peak ground velocity (PGV) values. b Open circles show the differences of JMA seismic intensity values. Black circles indicate the ratio of the totally collapsed wooden buildings within 50 m radius from each observation site (Yamada et al. 2017a). Note that there are no wooden buildings near site S7 and the damage rate was not obtainedBack to article page