Fig. 4From: Analysis of strong ground motions and site effects at Kantipath, Kathmandu, from 2015 Mw 7.8 Gorkha, Nepal, earthquake and its aftershocksComparison of elastic PSVRS (5 % critical damping) observed at the KATNP site with those obtained from the GMPEs for Japan by Morikawa and Fujiwara (2013). The solid lines show the median values obtained from the GMPEs, and the dashed lines show one standard deviation above and below the median values. The R denotes the fault distance for the mainshock and hypocentral distance for other eventsBack to article page