Extending a Macro-Element Approach for the Modeling of 3D Masonry Structures Under Transient Dynamic Loading

Extending a Macro-Element Approach for the Modeling of 3D Masonry Structures Under Transient Dynamic Loading

Masonry structures, particularly those used in developing countries and in historic buildings, typically consist of unreinforced masonry (URM) walls connected by timber or reinforced concrete elements. This study proposes enhancements to the existing two-dimensional (2D) deformable frame model (DFM)...

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Bibliographic Details
Main Authors: Damien Decret, Yann Malecot, Yannick Sieffert, Florent Vieux-Champagne, Laurent Daudeville
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Applied Sciences
Subjects:
3D macro model
finite element method
unreinforced masonry
modal analysis
nonlinear transient dynamics analysis
in-plane and out-of-plane loadings
Online Access:https://www.mdpi.com/2076-3417/14/23/11080
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https://www.mdpi.com/2076-3417/14/23/11080

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