Issue 51

A. Gesualdo et alii, Frattura ed Integrità Strutturale, 51 (2020) 376-385; DOI: 10.3221/IGF-ESIS.51.27 385 [22] Giaquinta, M., Giusti, E. (1985). Researches on the equilibrium of masonry structures. Arch. Ration. Mech. Anal. 88(4), pp. 359-392, DOI: 10.1007/BF00250872 [23] Del Piero, G. (1989). Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials. Meccanica 24(3), pp. 150-162. DOI:10.1007/BF01559418 [24] Monaco, M., Bergamasco, I, Betti, M. (2018). A no-tension analysis for a brick masonry vault with lunette, Journal of Mechanics of Materials and Structures, 13(5), pp. 703-714, DOI: 10.2140/jomms.2018.13.703 [25] Crisfield, M.A., Packham, (1987). A mechanism program for computing the strength of masonry arch bridges, TRRL Research Report, 124. [26] Fortunato, A. (2010). Elastic solutions for masonry-like panels. Journal of Elasticity, 98(1), pp. 87-110. DOI: 10.1007/s10659-009-9219-z [27] Gesualdo, A., Calderoni, B., Sandoli, A., Monaco, M. (2019). Minimum energy approach for the in-plane shear resistance of masonry panels. Ing. Sismica, 36(1), pp. 42-53. [28] 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 [29] Wolfram S. (2003) The Mathematica Book. Wolfram Media, Inc. Champaign, USA.