Issue 45

F. Brandão et alii, Frattura ed Integrità Strutturale, 45 (2018) 14-32; DOI: 10.3221/IGF-ESIS.45.02 32 [47] Pieraccini, M., Betti, M., Forcellini, D., Devis, D., Papi, F., Bartoli, G., Facchini, L., Corazzi, R. and Kovacevic, C.V. (2017). Radar detection of pedestrian-induced vibrations of Michelangelo's David. Plos ONE, 12(4), pp. 1-20. DOI: 10.1371/journal.pone.0174480 [48] Clementi, F., Gazzani, V., Poiani, M. and Lenci, S. (2016). Assessment of seismic behaviour of heritage masonry buildings using numerical modelling. Journal of Building Engineering, 8, pp. 29-47. DOI: 10.1016/j.jobe.2016.09.005. [49] Yanez, C. P., Ramirez L. G., Ruiz, A. L. G., Delgado, R. D., Macias, M. C., Sandoval, H. G., Alcantara, L. N. and Qui- roz, A. R. (2014). Strong Ground Motion Database System for the Mexican Seismic Network. [online] Available at: http://aplicaciones.iingen.unam.mx/AcelerogramasRSM/Inicio.aspx. [Accessed 31 Jun. 2018]. [50] Center for Engineering Strong Motion Date. (2013). CESMD Internet Data Report. [online] Available at: http://www.strongmotioncenter.org/cgibin/CESMD/iqr_dist_DM2.pl?IQRID=ElCentro_18May1940&SFlag=0&F lag=3. [Accessed 31 Jun. 2018].

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