“…The potential applications of vibration-based SHM methods encompass the monitoring of slender structures, such as historic masonry towers [ 13 , 14 , 15 ] and buildings, such as palaces and churches [ 16 , 17 , 18 ], and bridges [ 19 , 20 , 21 ]. The practical applications of strain-based SHM methods to similar structural settings can be found in the literature [ 22 , 23 , 24 , 25 , 26 ]. Computer vision-based SHM approaches are also frequent in the literature, with interesting applications to masonry structures and more [ 27 , 28 , 29 , 30 , 31 , 32 ].…”