Fig. 22From: 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 liquefactionG/G0 ~ γ, h ~ γ relations of soils at GS-MSK-2 and fitting of R–O model (symbols: experimental results, solid lines: R–O model)Back to article page