PSI - Issue 44

Annalisa Rosti et al. / Procedia Structural Integrity 44 (2023) 91–98 Annalisa Rosti et al. / Structural Integrity Procedia 00 (2022) 000–000

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Small (< 150 m 2 ) Medium-large ( ≥ 150 m 2 )

Fig. 5. Empirical DPMs for masonry churches of small and medium-large dimensions, with global damage levels based on information collected during the first post-earthquake survey.

Fig. 6. Empirical DPMs for masonry churches of different construction age, with global damage levels based on information collected during the first post-earthquake survey.