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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| 主要な著者: | , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Fundação Gorceix
2026-07-01
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| シリーズ: | REM: International Engineering Journal |
| 主題: | |
| オンライン･アクセス: | http://www.scielo.br/pdf/remi/v79n3/2448-167X-remi-79-03-e260009.pdf |
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