id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-2577	Gagliardo, Raffaele; Cascini, Lucrezia; Portioli, Francesco; Landolfo, Raffaele; Tomaselli, Giovanni; Malena, Marialaura; de Felice, Gianmarco	Rigid block and finite element analysis of settlement-induced failure mechanisms in historic masonry wall panels	2019	17	.pdf	application/pdf	8693	416	54	In the case of rigid block model, when a 40x25 cm block sizes (corresponding to 1.25b  for the FEA) is used, the model is made by an assemblage of 2425 rigid blocks and 28684 contact points, while, when a 25x12 cm block size (corresponding to 0.96b  for the FEA) is adopted, the model consists of 8050 blocks and 95800 contact points. In the case of rigid block model, both the vertical contact cases described in the previous section are considered: the case with the same friction behaviour for the vertical and the horizontal interfaces and the case where the vertical contacts have a friction coefficient equal to zero.	cache/fis-2577.pdf	txt/fis-2577.txt