Issue 51

M. Guadagnuolo et alii, Frattura ed Integrità Strutturale, 51 (2020) 398-409; DOI: 10.3221/IGF-ESIS.51.29 409 [28] MIT, 2018. Norme Tecniche per le Costruzioni, D.M. 17/01/2018, Official Bulletin n. 42, 20.02.2018. [29] Bartoli, G., Betti, M., Galano, L., Zini, G. (2019). Numerical insights on the seismic risk of confined masonry towers. Engineering Structures, (180) pp. 713 – 727. [30] Formisano, A., Marzo, A. (2018). Simplified and refined methods for seismic vulnerability assessment and retrofitting of an Italian cultural heritage masonry building. Computers and Structures., pp. 13 – 26. [31] Ademovi´N., Oliveira D.V., Lourenço P.B., Seismic Evaluation and Strengthening of an Existing Masonry Building in Sarajevo, B&H, Buildings 2019, 9, 30; DOI:10.3390/buildings9020030. [32] Betti, M., Galano, L., Petracchi, M. and Vignoli, A. (2015). Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor, B. Earthq. Eng., 13(10), pp. 3151-3186. DOI: 10.1007/s10518-015-9756-8. [33] Betti, M., Galano, L., Vignoli, A. (2008). Seismic response of masonry plane walls: A numerical study on spandrel strength, AIP Conf. Proc., 1020(1), pp. 787-794. DOI: 10.1063/1.2963915. [34] Monaco, M., Calderoni, B., Iannuzzo, A., Gesualdo, A. (2018). Behaviour of in-plane loaded masonry panels, Procedia Struct. Integrity, 11, pp. 388-393. DOI: 10.1016/j.prostr.2018.11.050.