A simplified homogeneous approach for non-linear analysis of masonry infill panels under in-plane loads
This paper aims to create a unified model that effectively combines continuous 2-dimensional elements and discrete components to capture the nonlinear characteristics and failure mechanisms of solid and perforated masonry infill panels. Given that masonry infill behavior is primarily influenced by s...
Asıl Yazarlar: | , , , , |
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Materyal Türü: | Makale |
Dil: | English |
Baskı/Yayın Bilgisi: |
Elsevier
2024-06-01
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Seri Bilgileri: | Heliyon |
Konular: | |
Online Erişim: | http://www.sciencedirect.com/science/article/pii/S2405844024078538 |