Issue 51

G. Cocchetti et alii, Frattura ed Integrità Strutturale, 51 (2020) 356-375; DOI: 10.3221/IGF-ESIS.51.26 375 [24] Angelillo, M. (2019). The model of Heyman and the statical and kinematical problems for masonry structures, International Journal of Masonry Research and Innovation, 4(1 − 2), pp. 14 − 31. DOI: 10.1504/IJMRI.2019.096820. [25] Gilbert, M., Casapulla, C., Ahmed, H.M. (2006). Limit analysis of masonry block structures with non-associative frictional joints using linear programming, Computers and Structures, 84(13-14): pp. 873–887. [26] Sinopoli, A., Corradi, M., Foce, F. (1997). Modern formulation for preelastic theories on masonry arches, Journal of Engineering Mechanics, ASCE, 123(3): pp. 204–213 . [27] Foce, F., Aita, D. (2003). The masonry arch between «limit» and «elastic» analysis. A critical re-examination of Durand-Claye’s method, In: Proc. of the 1st Int. Congress on Construction History, Madrid, 20-24 January 2003, S. Huerta (Ed.), Madrid: Instituto Juan de Herrera, I, pp. 895–908. [28] Sinopoli, A., Aita, D., Foce, F. (2007). Further remarks on the collapse mode of masonry arches with Coulomb friction, In: Proc. of 5 th Int. Conference on Arch Bridges (ARCH’07), Funchal, Madeira, Portugal, pp. 649–657 . [29] Baggio, C., Trovalusci, P. (2000). Collapse behaviour of three-dimensional brick-block systems using non-linear programming, Structural Engineering and Mechanics, 10(2), pp. 181-195. [30] Ponterosso, P., Fishwick, R.J., Fox, D.St.J., Liu, X.L., Begg, D.W. (2000). Masonry arch collapse loads and mechanisms by heuristically seeded genetic algorithm, Computer Methods in Applied Mechanics and Engineering, 190(8-10), pp. 1233–1243. [31] Harvey, B., Maunder, E. (2001). Thrust line analysis of complex masonry structures using spreadsheets, In: “Historical Constructions 2001 – Possibilities of Numerical and Experimental Techniques”, Proc. of the 3rd Int. Seminar, Edited by Lourenço P.B. and Roca P., Guimarães, Portugal, pp. 521–528. [32] Vermeltfoort, A.T. (2001). Analysis and experiments of masonry arches, In: “Historical Constructions 2001 – Possibilities of Numerical and Experimental Techniques”, Proc. of the 3rd Int. Seminar, pp. 489–498. [33] Hughes, T.G., Hee, S.C., Soms, E. (2002). Mechanism analysis of single span masonry arch bridges using a spreadsheet, In: Proceedings of the Institution of Civil Engineers−Structures and Buildings, 152(4), pp. 341–350. [34] De Rosa, E., Galizia, F. (2003). Evaluation of safety of pointed masonry arches through the Static Theorem of Limit Analysis, In: Proc. of 5th Int. Conference on Arch Bridges, ARCH’07, pp. 659–668. [35] Portioli, F., Casapulla, C., Gilbert, M., Cascini, L. (2014). Limit analysis of 3D masonry block structures with non − associative frictional joints using cone programming, Computers and Structures, 143, pp. 108 − 121. [36] Casapulla, C., Lauro, F. (2000). A simple computation tool for the limit-state analysis of masonry arches, In: Proc. of 5 th Int. Congress on Restoration of Architectural Heritage, pp. 2056-2064. [37] Casapulla, C., D’Ayala, D. (2001). Lower bound approach to the limit analysis of 3D vaulted block masonry structures, In: Proc. of the 5 th Int. Symposium on Computer Methods in Structural Masonry, STRUMAS V, pp. 28– 36. [38] D’Ayala, D., Casapulla, C. (2001). Limit state analysis of hemisferical domes with finite friction, In: “Historical Constructions 2001 – Possibilities of Numerical and Experimental Techniques”, Proc. of the 3rd Int. Seminar, pp. 617–626. [39] D’Ayala, D., Tomasoni, E. (2011). Three-dimensional analysis of masonry vaults using limit state analysis with finite friction, Int. J. of Architectural Heritage, 5(2), pp. 140–171. [40] Boothby, T.E., Brown, C.B. (1992). Stability of masonry piers and arches, J. of Engineering Mechanics, ASCE, 118(2), pp. 367–383. [41] Boothby, T.E. (1994). Stability of masonry piers and arches including sliding, J. of Engineering Mechanics, ASCE, 120(2), pp. 304–319. [42] Boothby, T.E. (1995). Collapse modes of masonry arch bridges, Masonry International, 9(2), pp. 62–69. [43] Smars, P. (2000). Etudes sur la stabilité des arcs et voûtes: Confrontation des méthodes de l’analyse limite aux voûtes gothique en Brabant, Doctoral Thesis, Katholieke Universiteit Leuven, Belgium, p. 229. [44] Smars, P. (2008). Influence of friction and tensile resistance on the stability of masonry arches, In: Proc. of the 6 th Int. Conference on Structural Analysis of Historic Construction, pp. 1199–1206. [45] Audenaert, A., Peremans, H., Reniers, G. (2007). An analytical model to determine the ultimate load on masonry arch bridges, J. of Engineering Mathematics, 59(3), pp. 323–336.