Issue 50

M. Godio et alii, Frattura ed Integrità Strutturale, 50 (2019) 194-208; DOI: 10.3221/IGF-ESIS.50.17 208 [30] Malomo, D., Pinho, R., Penna, A. (2019). Applied Element Modelling of the Dynamic Response of a Full-Scale Clay Brick Masonry Building Specimen with Flexible Diaphragms, Int. J. Archit. Herit., 0(0), pp. 1–18, DOI: 10.1080/15583058.2019.1616004. [31] Portioli, F., Cascini, L. (2018). Contact Dynamics of Masonry Block Structures Using Mathematical Programming, J. Earthq. Eng., 22(1), pp. 94–125, DOI: 10.1080/13632469.2016.1217801. [32] Godio, M., Beyer, K. (2019). Evaluation of force-based and displacement-based out-of-plane seismic assessment methods for unreinforced masonry walls through refined model simulations, Earthq. Eng. Struct. Dyn., 48(4), pp. 454– 475, DOI: 10.1002/eqe.3144. [33] Menon, A., Magenes, G. (2011). Definition of seismic input for out-of-plane response of masonry walls: II. Formulation, J. Earthq. Eng., 15(2), pp. 195–213, DOI: 10.1080/13632460903494446. [34] Abbati, S.D., Cattari, S., Lagomarsino, S. (2019). Seismic Assessment of Single-Block Rocking Elements in Masonry Structures, Mason. Int., 31(2), pp. 39–48. [35] Godio, M., Stefanou, I., Sab, K. (2018). Effects of the dilatancy of joints and of the size of the building blocks on the mechanical behavior of masonry structures, Meccanica, 53(7), pp. 1629–1643, DOI: 10.1007/s11012-017-0688-z. [36] Lemos, J. V. (2017). Contact representation in rigid block models of masonry, Int. J. Mason. Res. Innov., 2(4), pp. 321– 334. [37] Sorrentino, L., Masiani, R., Decanini, L.D. (2006). Overturning of rocking rigid bodies under transient ground motions, Struct. Eng. Mech., 22(3), pp. 293–310, DOI: 10.12989/sem.2006.22.3.293. [38] Pacific Earthquake Engineering Research Center. Pacific Earthquake Engineering Research Center.(2017). PEER Ground Motion Database. Available at: https://ngawest2.berkeley.edu. [accessed September 20, 2016]. [39] Oppenheim, A. V., Schafer, R.W. (1999). Discrete Time Signal Processing, New Jersey, Prentice-Hall. [40] Gabor, D. (1946). Theory of communication. Part 1: The analysis of information, J. Inst. Electr. Eng. - Part III Radio Commun. Eng., 93(26), pp. 429–441, DOI: 10.1049/ji-3-2.1946.0074. [41] Godio, M., Beyer, K. (2019). Tri-linear model for the out-of-plane seismic assessment of vertically-spanning unreinforced masonry walls, J. Struct. Eng., accepted, pp. 1–9, DOI: 10.1061/(ASCE)ST.1943-541X.0002443. [42] Vamvatsikos, D., Allin Cornell, C. (2002). Incremental dynamic analysis, Earthq. Eng. Struct. Dyn., 31(3), pp. 491–514, DOI: 10.1002/eqe.141. [43] Psycharis, I.N. (2018).Seismic Vulnerability of Classical Monuments. Recent Advances in Earthquake Engineering in Europe. ECEE 2018. Geotechnical, Geological and Earthquake Engineering, pp. 563–582.