Collapse behaviour of three-dimensional brick-block systems using non-linear programming

By C. Baggio, Patrizia Trovalusci. 2000

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Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, background): “…of the limit analysis problem in the presence of friction at interfaces between rigid blocks, i.e. a nonlinear programming problem, is obtained by solving a preliminary problem of linear programming, corresponding to a linearized limit analysis in the presence of dilatancy at the interfaces [113].”
Discrete Element Modeling of Masonry Structures (2007, methodology): “Analysis methods for 3D systems were developed by Baggio and Trovalusci (2000) and Orduña and Lourenço (2005).”