Micromechanical Modeling of Unreinforced Masonry Arches Accounting for Flexural Hinges and Shear Slidings
Author:
Affiliation:
1. Department of Structural and Geotechnical Engineering, Sapienza University of Rome, Rome, Italy
Publisher
Informa UK Limited
Subject
Visual Arts and Performing Arts,Architecture,Conservation
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2021.1908445
Reference29 articles.
1. Enriched plane state formulation for nonlinear homogenization of in-plane masonry wall
2. Nonlinear analysis of masonry panels using a kinematic enriched plane state formulation
3. Damaging Behavior of Masonry Arch Bridges: Analysis of ‘Ponte delle Torri’ in Spoleto, Italy
4. Homogenization of heterogeneous masonry beams
5. Collapse behaviour of three-dimensional brick-block systems using non-linear programming
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1. Orthotropic multisurface model with damage for macromechanical analysis of masonry structures;European Journal of Mechanics - A/Solids;2023-11
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