Fig. 1From: Subsurface structure identification at the blind prediction site of ESG6 based on the earthquake-to-microtremor ratio method and diffuse field concept for earthquakesObserved MHVR (NS/UD and EW/UD) of the array SS near the target site KUMA. We used the root-mean-square (RMS) values of SS2 for the analysis hereafterBack to article page