We formulate a linear programming approach to the limit analysis of discrete element models of masonry structures. Numerical results show the ability of the given procedure to predict the limit value of the multiplier of variable horizontal forces, which are applied to masonry walls in association with a fixed vertical loading.
ON THE EXISTENCE OF COMPRESSION-ONLY DISCRETE FORCE NETWORKS THAT SUPPORT ASSIGNED SETS OF NODAL FORCES
Amendola A.;Fortunato A.;Fraternali F.;
2022-01-01
Abstract
We formulate a linear programming approach to the limit analysis of discrete element models of masonry structures. Numerical results show the ability of the given procedure to predict the limit value of the multiplier of variable horizontal forces, which are applied to masonry walls in association with a fixed vertical loading.File in questo prodotto:
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