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 beha...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Fundação Gorceix
2026-07-01
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| Col·lecció: | REM: International Engineering Journal |
| Matèries: | |
| Accés en línia: | http://www.scielo.br/pdf/remi/v79n3/2448-167X-remi-79-03-e260009.pdf |
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