Issue 49

M. L. Puppio et alii, Frattura ed Integrità Strutturale, 49 (2019) 725-738; DOI: 10.3221/IGF-ESIS.49.65 738 [26] (2018). DIANA FEA, Finite Element software package, Delft, The Netherlands. [27] Manie, J. (2017). Diana FEA manuals. DIANA FEA BV Delftechpark 19a, 2628 XJ Delft, The Netherlands. [28] Lourenço, P.B. (2002). Computations on historic masonry structures, Prog. Struct. Eng. Mater., 4(3), pp. 301–319. [29] Reinhardt, H.W. (1984). Fracture Mechanics of an Elastic Softening Material like Concrete, HERON, 29(2), pp. 3–42. [30] Lourenço, P.B., De Borst, R., Rots, J.G. (1997). A plane stress softening plasticity model for orthotropic materials, Int. J. Numer. Methods Eng., 40(21), pp. 4033–4057. [31] Angelim, R.R., Cunha, R.P., Sales, M.M. (2016).Determining the Elastic Deformation Modulus From a Compacted Earth Embankment Via Laboratory and Ménard Pressuremeter Tests. Soils and Rocks, São Paulo, 39(3), pp. 285–300. [32] Passera, G. (2018).Numerical Analysis of a Masonry Retaining Wall: The Case of Volterra’s Urban Walls. Università di Pisa, Univerisity of Bath. [33] Fletcher, R. (1987). Practical methods of optimization, New York. [34] Schilirò, L., Montrasio, L., Scarascia Mugnozza, G. (2016). Prediction of shallow landslide occurrence: Validation of a physically-based approach through a real case study, Sci. Total Environ., 569–570, pp. 134–44, DOI: 10.1016/j.scitotenv.2016.06.124. [35] Mistretta, F., Stochino, F., Sassu, M. (2019). Structural and thermal retrofitting of masonry walls: An integrated cost- analysis approach for the Italian context, Build. Environ., 155, pp. 127–136. [36] Tattoni, S., Stochino, F. (2013). Collapse of prestressed reinforced concrete jetties: durability and faults analysis, Case Stud. Eng. Fail. Anal., 1, pp. 131–138. [37] Pantò, B., Giresini, L., Sassu, M., Calliò, I. (2017). Non-linear modeling of masonry churches through a discrete macro- element approach, Earthquake and Structures, Earthq. Struct., 12(2), pp. 223–236.