PSI - Issue 44

Pasquale Cito et al. / Procedia Structural Integrity 44 (2023) 3–10 P. Cito, A. Vitale, I. Iervolino / Structural Integrity Procedia 00 (2022) 000–000

6

4

50 r T yr  in terms of PGA (panels from a to c) and  19 PSHA (middle), and their relative differences (right).

 1s Sa T  (panels from d to f) on rock site conditions

Fig. 1 – Seismic hazard maps with

04 PSHA (left) and

according to

  1s Sa T  (panels from d to f) on rock site conditions

Fig.2 - Seismic hazard maps with

in terms of PGA (panels from a to c) and

475

r T

yr



04 PSHA (left) and

19 PSHA (middle), and their relative differences (right).

according to