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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Fig. 2. Damage mechanisms indicated in the A-DC post-earthquake survey form (Adapted from PCM-DPC MiBAC 2006).

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b

Fig. 3. Spatial distribution of the considered masonry churches with identification of global damage levels based on damage data acquired during the (a) first and (b) last post-earthquake survey.