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K. Goliath

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Open access 2026

Force-based macro-element formulation for the analysis of structural masonry shear walls

Abstract The equivalent frame method is widely used for the structural analysis of masonry buildings subjected to lateral loads. In this approach, masonry structural components are idealized as macro-elements, which consist of reticulated finite elements formulated to simulate the quasi-brittle behavior of masonry and...

M. D. de Oliveira, Igor dos Santos Bruno, K. Goliath · 0 citations

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