A Numerical Strategy to Assess the Stability of Curved Masonry Structures Using a Simple Nonlinear Truss Model
A straightforward and versatile numerical approach is proposed for the nonlinear analysis of single and double-curvature masonry structures. The method is designed to broaden accessibility to both experienced and less specialized users. Masonry units are discretized with elastic quadrilateral elemen...
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Main Authors: | Natalia Pingaro, Martina Buzzetti, Alessandro Gandolfi |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2025-06-01
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Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/15/13/2226 |
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