PSI - Issue 62

Stefano Stacul et al. / Procedia Structural Integrity 62 (2024) 569–575 Stefano Stacul, Nunziante Squeglia, Nicola Perilli / Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 3. Number of bridges affected by landslides according to the inspection (left); Number of False positives, False negatives and Correct Match between Inspection and LHM (right)

Fig. 4. Distribution of LHM classes and False Negatives in the sample of bridges affected by landslides according to the inspection (left); Distribution of LHM classes in the sample of bridges not affected by landslides according to the inspection (right)

4. Concluding remarks The results shown have highlighted some critical issues in the current Italian LHM which is influenced by significant inhomogeneities that can be overcome once the current 7 District Basin Authorities adopt the same methodology while updating and revising the existing hazard maps for their areas of competence. The data presented