SI: Fracture and Damage Detection in Masonry Structures
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Vol. 14, No. 51 (2020) pp. 356-375
Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction
Departing from pioneering Heyman modern rational investigations on the purely-rotational collapse mode of least-thickness circular masonry arches, the hypothesis that joint friction shall be high enough to prevent inter-block sliding is…