A new macro-element discretization models masonry arches with single-DOF elements and interface interactions to simulate nonlinear joint-dominated failure under various loads.
Casolo, Modelling the out -of-plane seismic behaviour of masonry walls by rigid elements, Earthquake Engineering and Structural Dynamics 29 (12) (2000) 1797-1813
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A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches
A new macro-element discretization models masonry arches with single-DOF elements and interface interactions to simulate nonlinear joint-dominated failure under various loads.