id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-2547	Mousavian, Elham; Casapulla, Claudia	The role of different sliding resistances in limit analysis of hemispherical masonry domes	2019	20	.pdf	application/pdf	9879	577	62	Citation: Mousavian, E., Casapulla, C., The role of different sliding resistances in limit analysis of hemispherical masonry domes, Frattura ed Integrità Strutturale, 51 (2020) 336-355. According to the limit analysis approach applied to assemblages of rigid blocks, the stability of a block masonry structure is obtained when the internal forces distributed at block interfaces satisfy two physical constraints: the forces normal to the interfaces should be in compression and the forces tangential to the interfaces must be less than the interface sliding resistance, including associative	cache/fis-2547.pdf	txt/fis-2547.txt