A new macro-element discretization models masonry arches with single-DOF elements and interface interactions to simulate nonlinear joint-dominated failure under various loads.
Lemos, Discrete element modelling of the seismic behaviour of stone masonry arches, In: Pande GN, Middleton J, Kralj B, editors
1 Pith paper cite this work. Polarity classification is still indexing.
1
Pith paper citing it
fields
cs.CE 1years
2019 1verdicts
UNVERDICTED 1representative citing papers
citing papers explorer
-
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.