GNGTS 2017 - 36° Convegno Nazionale

72 GNGTS 2017 S essione 1.1 Fig. 2 - Map of damage in Amatrice according to EMS-98 damage classification: the main mechanisms identified for each building are reported. Fig. 3 - Vulnerability factors identified for 102 masonry buildings and EMS 98 damage level. is confirmed the importance of good engineering evaluations in the design of interventions on existing buildings, which cannot simply be based on standard techniques, requiring a detailed evaluation of local and global structural behavior as well as of material assessment. References Akkar S., Sandıkkaya M.A., Bommer J.J., 2014; Empirical ground-motion models for point-and extended-source crustal earthquake scenarios in Europe and the Middle East . Bulletin of Earthquake Engineering, 12, 359-387. Cauzzi C., Faccioli E., 2008; Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records . Journal of Seismology 12(4):453-475