Issue 46

L. Giresini et alii, Frattura ed Integrità Strutturale, 46 (2018) 178-189; DOI: 10.3221/IGF-ESIS.46.17

(a) (b) Figure 14: Case study of a municipality building: finite element model of a frame structure (a) ; actual building (b) .

Figure 15 : Comparison of the response spectra obtained by the seismic records (accelerometric station AQ=L’Aquila) with the response spectrum provided by the Italian Standards [22].

Figure 16: Observed building damage mechanisms, San Pio delle Camere.

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