Fig. 1From: Quantitative strong motion simulations at three locations in downtown Mashiki during the 2016 Kumamoto Earthquake (Mw 7.0) based on the nonlinear ground response analyses with soil liquefactionDistribution of heavily damaged ratios of residential houses in Mashiki town by NILIM (2016), with the locations of the three analysis sites (Kashiwa et al. 2019)Back to article page