Issue 51

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Equilibrium systems: Studies in masonry structure, M.S. Thesis, Massachusetts Institute of Technology, Cambridge (USA). [11] Velilla, C., Alcayde, A., San-Antonio-Gómez, C., Montoya, F.G., Zavala, I. and Manzano-Agugliaro, F. (2019). Rampant arch and its optimum geometrical generation, Symmetry, 11(5), art. no. 627. DOI: 10.3390/sym11050627 [12] Tempesta, G. and Galassi, S. (2019). Safety evaluation of masonry arches. A numerical procedure based on the thrust line closest to the geometrical axis, Int. J. Mech. Sci., 155, pp. 206-221. DOI: 10.1016/j.ijmecsci.2019.02.036 [13] Beatini, V., Royer-Carfagni, G. and Tasora, A. (2019). Modeling the shear failure of segmental arches, Int. J. Sol. Struct., 158, pp. 21-39. DOI: 10.1016/j.ijsolstr.2018.08.023 [14] Aita, D., Barsotti, R. and Bennati, S. (2019). Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method, Arch. Appl. Mech., in press. 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A procedure to investigate the collapse behavior of masonry domes: some meaningful cases, Int. J. Archit. Herit., 10(1), pp. 67-83. DOI: 10.1080/15583058.2014.951797 [21] D'Ayala, D.F. and Tomasoni, E. (2011). Three-dimensional analysis of masonry vaults using limit state analysis with finite friction, Int. J. Archit. Herit., 5(2), pp. 140-171. DOI: 10.1080/15583050903367595 [22] Chiozzi, A., Milani, G., Tralli, A.M., A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults, Comput. Struct., 182, pp. 187-204. DOI: 10.1016/j.compstruc.2016.11.003 [23] Mousavian, E. and Mehdizadeh Saradj, F. (2018). Automated detailing and stability analysis of under-construction masonry vaults, Journal of Architectural Engineering-ASCE, 24(3), art. no. 04018014. DOI: 10.1061/(ASCE)AE.1943-5568.0000314 [24] De Piano, M., Modano, M., Benzoni, G., Berardi, V.P. and Fraternali, F. (2017). A numerical approach to the mechanical modeling of masonry vaults under seismic loading, Ingegneria Sismica, 34(4), pp. 103-119. [25] Calderini, C., Rossi, M., Lagomarsino, S., Cascini, L. and Portioli, F. (2017). Experimental and numerical analysis of seismic response of unreinforced masonry cross vaults, Proc. 7th International Conference on Advances in Experimental Structural Engineering (AESE 2017), Pavia (Italy), pp. 659-670. DOI: 10.7414/7aese.T5.136 [26] Baggio, C., and Trovalusci, P. (2016). 3D limit analysis of roman groin vaults, Proc. 16th International Brick and Block Masonry Conference (IBMAC 2016) Padova (Italy), pp. 1023-1028. [27] Lourenço, P.B., Rots, J.G. and Blaauwendraad, J. (1995). Two approaches for the analysis of masonry structures: micro and macro-modeling, Heron, 40(4), pp. 1-28. http://resolver.tudelft.nl/uuid :c39b29ab-3c75-47db-9cb5-bf2b1c678f1f [28] Li, T. and Atamturktur, S. (2013). Fidelity and robustness of detailed micromodeling, simplified micromodeling, and macromodeling techniques for a masonry dome, Journal of Performance of Constructed Facilities, 28(3), 480-490. [29] Olmati, P., Gkoumas, K. and Bontempi, F. (2019). Simplified FEM modelling for the collapse assessment of a masonry vault, Frattura ed Integrita Strutturale, 13(47), pp. 141-149. DOI: 10.3221/IGF-ESIS.47.11