GNGTS 2014 - Atti del 33° Convegno Nazionale

GNGTS 2014 S essione 2.1 85 Fig. 3 – PSHA in terms of PGAwith a 475-year return period: a) seismic hazard computed considering articulated SPs (dipping surfaces) and differentiated C&F GMPEs; b) seismic hazard computed by the SHARE project; c) difference between the PGA of the present study and that of SHARE.