Issue 51

F. Clementi et alii, Frattura ed Integrità Strutturale, 51 (2020) 313-335; DOI: 10.3221/IGF-ESIS.51.24 335 [11] Sarhosis, V., Milani, G., Formisano, A., Fabbrocino, F. (2018). Evaluation of different approaches for the estimation of the seismic vulnerability of masonry towers, Bull. Earthq. Eng., 16(3), pp. 1511–1545, DOI: 10.1007/s10518-017-0258-8. [12] Formisano, A., Massimilla, A. (2018). A Novel Procedure for Simplified Nonlinear Numerical Modeling of Structural Units in Masonry Aggregates, Int. J. Archit. Herit., 12(7–8), pp. 1162–1170, DOI: 10.1080/15583058.2018.1503365. [13] Sarhosis, V., Bagi, K., Lemos, J. V., Milani, G. (2016). Computational Modeling of Masonry Structures Using the Discrete Element Method, IGI Global. [14] Sarhosis, V., Lemos, J.V. (2018). A detailed micro-modelling approach for the structural analysis of masonry assemblages, Comput. Struct., 206, pp. 66–81, DOI: 10.1016/j.compstruc.2018.06.003. [15] Pierdicca, A., Clementi, F., Isidori, D., Concettoni, E., Cristalli, C., Lenci, S. (2016). Numerical model upgrading of a historical masonry palace monitored with a wireless sensor network, Int. J. Mason. Res. Innov., 1(1), pp. 74, DOI: 10.1504/IJMRI.2016.074748. [16] Maio, R., Vicente, R., Formisano, A., Varum, H. (2015). Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques, Bull. Earthq. Eng., 13(10), pp. 2995–3014, DOI: 10.1007/s10518-015-9747-9. [17] Asteris, P.G., Sarhosis, V., Mohebkhah, A., Plevris, V., Papaloizou, L., Komodromos, P., Lemos, J. V. (2015).Numerical Modeling of Historic Masonry Structures. In: Asteris, P., Plevris, V., (Eds.), Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures, Hershey, PA, IGI Global, pp. 213–256. [18] Pantò, B., Cannizzaro, F., Caddemi, S., Caliò, I. (2016). 3D macro-element modelling approach for seismic assessment of historical masonry churches, Adv. Eng. Softw., 97, pp. 40–59, DOI: 10.1016/J.ADVENGSOFT.2016.02.009. [19] Moreau, J.J. (1988).Unilateral Contact and Dry Friction in Finite Freedom Dynamics. Nonsmooth Mechanics and Applications, Vienna, Springer Vienna, pp. 1–82. [20] Chetouane, B., Dubois, F., Vinches, M., Bohatier, C. (2005). NSCD discrete element method for modelling masonry structures, Int. J. Numer. Methods Eng., 64(1), pp. 65–94, DOI: 10.1002/nme.1358. [21] Clementi, F., Pierdicca, A., Milani, G., Gazzani, V., Poiani, M., Lenci, S. (2018).Numerical model upgrading of ancient bell towers monitored with a wired sensors network. In: Milani, G., Taliercio, A., Garrity, S., (Ed.), 10th International Masonry Conference (IMC_10), Milano, pp. 1–11. [22] Ferrante, A., Clementi, F., Milani, G. (2019). Dynamic Behavior of an Inclined Existing Masonry Tower in Italy, Front. Built Environ., 5, DOI: 10.3389/fbuil.2019.00033. [23] Clementi, F., Ferrante, A., Giordano, E., Dubois, F., Lenci, S. (2019). Damage assessment of ancient masonry churches stroked by the Central Italy earthquakes of 2016 by the non-smooth contact dynamics method, Bull. Earthq. Eng., DOI: 10.1007/s10518-019-00613-4. [24] Dubois, F., Acary, V., Jean, M. (2018). The Contact Dynamics method: A nonsmooth story, Comptes Rendus Mécanique, 346(3), pp. 247–262, DOI: 10.1016/j.crme.2017.12.009. [25] Lemos, J. V. (2007). Discrete Element Modeling of Masonry Structures, Int. J. Archit. Herit., 1(2), pp. 190–213, DOI: 10.1080/15583050601176868. [26] Circolare Ministeriale n. 617. (2009). Cons. Sup. LL. PP., “Istruzioni per l’applicazione delle Nuove Norme Tecniche per le Costruzioni” di cui al decreto ministeriale del 14.01.2008. G.U. del 26.02.2009 n. 47, supplemento ordinario n. 27. (in Italian), ,. [27] Vasconcelos, G., Lourenço, P.B. (2009). Experimental characterization of stone masonry in shear and compression, Constr. Build. Mater., 23(11), pp. 3337–3345, DOI: 10.1016/j.conbuildmat.2009.06.045. [28] Luzi, L., Pacor, F., Puglia, R. (2017). Italian Accelerometric Archive v 2.3, Rome. [29] Luzi, L., Hailemikael, S., Bindi, D., Pacor, F., Mele, F., Sabetta, F. (2008). ITACA (ITalian ACcelerometric Archive): A Web Portal for the Dissemination of Italian Strong-motion Data, Seismol. Res. Lett., 79(5), pp. 716–722, DOI: 10.1785/gssrl.79.5.716. [30] Pacor, F., Paolucci, R., Luzi, L., Sabetta, F., Spinelli, A., Gorini, A., Nicoletti, M., Marcucci, S., Filippi, L., Dolce, M. (2011). Overview of the Italian strong motion database ITACA 1.0, Bull. Earthq. Eng., 9(6), pp. 1723–1739, DOI: 10.1007/s10518-011-9327-6.

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