Issue 51

M. Guadagnuolo et alii, Frattura ed Integrità Strutturale, 51 (2020) 398-409; DOI: 10.3221/IGF-ESIS.51.29 401 with a thickness of about 80 cm. The building has four levels, arranged around a central courtyard and has a compact shape and an irregular morphology in both in plan and in elevation, as shown in Fig. 6, Fig. 7 and in Fig. 8 Figure 5 : External front views. Figure 6 : Ground floor plan. Figure 7 : Elevation. Figure 8 : Sections drawings R ESULTS O BTAINED U SING THE I TALIAN G UIDELINES FOR THE A SSESSMENT AND M ITIGATION OF S EISMIC R ISK OF C ULTURAL H ERITAGE he Italian National “Guidelines for evaluation and mitigation of seismic risk of cultural heritage” [14] identify different simplified mechanical models aimed at evaluating the seismic risk of most common masonry buildings types such as buildings, palaces and other structures with bearing walls and horizontal diaphragms [22], churches T