GNGTS 2018 - 37° Convegno Nazionale

420 GNGTS 2018 S essione 2.2 Fig. 3 - A) Seismic site response output spectra (in gray) and normalized spectra (colored) for A1 and A2 subsoil models and scaled input accelerograms (PGA: 0.261 g and 0.350 g). B) Seismic site response output spectra (in gray) and normalized spectra (colored) for B1 and B2 subsoil models and scaled input accelerograms (PGA: 0.261 g and 0.350 g). The output and normalized spectra are compared with the SLV (limit state of life safeguard) spectrum for the studied site according to the NTC (2008) (in red).