Issue 47

R. Fincato et alii, Frattura ed Integrità Strutturale, 47 (2019) 231-246; DOI: 10.3221/IGF-ESIS.47.18 241 Figure 6 : Envelope curves reporting the horizontal loads in correspondence of the unloading points. a) b) c) d) Figure 7: a) Sketch for the evaluation of the damage level along three cross sections, (non-deformed shape) b) damage level along the cross section A-A’, c) damage level along the cross section B-B’, d) damage level along the cross section C-C’.