Fig. 5From: Analysis of strong ground motions and site effects at Kantipath, Kathmandu, from 2015 Mw 7.8 Gorkha, Nepal, earthquake and its aftershocks H/V spectral ratios from aftershock recordings and tuning of the velocity model at the KATNP site. a H/V spectral ratios for S-waves. b H/V spectral ratios for S-wave codas. c 1D S-wave velocity models. d H/V spectral ratio for fundamental-mode Rayleigh wave and observed H/V spectral ratios for S-wave codas. e Amplification factors for vertical incident plane SH-wavesBack to article page