GNGTS 2019 - Atti del 38° Convegno Nazionale

GNGTS 2019 S essione 2.2 359 Fig. 2 provides a comparison between seismic intensity and required capacity, given the earthquake occurred. The continuous line reports the complementary cumulative density function G I ( i ) of seismic intensity I and the dashed line reports the conditional probability of failure for systems with different capacity parameters ĉ . Fig. 2 also permits a comparison of results concerning structural systems with different dispersion β. The capacity corresponding Fig. 1 - (a) PDFs of interarrival time and (b) hazard rates for the Poisson model and the Brownian Passage Time model. Fig. 2 - G I ( i ) and P f ( ϑ ) curves 416 years after the last events for r = 5 km and a) β = 0.5, b) β = 0.6, c) β = 0.7, and d) β = 0.8.