“…Hence, the standard one-dimensional (1-D) ground response analysis, which considers the effect of near-surface geology on vertically propagating shear waves or simply uses empirical proxies (e.g., Vs30), often underestimates the observed amplifications (e.g., Steidl, 2000). Moreover, site amplification across deep sedimentary basins could be highly variable even over distances of a few kilometers (Imperatory & Mai, 2015;Moschetti et al, 2017), which is often attributed to three-dimensional (3-D) basin effects related to how basin shape and lateral heterogeneities affect wave propagation (Graves et al, 1998;Kawase, 1996;Pilz et al, 2018;Takemura et al, 2015). As such, much effort has been devoted to 3-D numerical simulations of earthquake ground motions in sedimentary basins (e.g., Böse et al, 2014;Chaljub et al, 2015;Frankel et al, 2009;Iwaki & Iwaka, 2010;Olsen, 2000;Olsen et al, 2006;Pilz et al, 2011).…”