Applying a 2D Variational Rigid Block Modeling Method to Rubble Stone Masonry Walls Considering Uncertainty in Material Properties
Author:
Affiliation:
1. Earthquake Engineering and Structural Dynamics Laboratory (EESD), EPFL, Lausanne, Switzerland
2. Department of Civil, Environmental, and Geo- Engineering, University of Minnesota, Minneapolis, Minnesota, USA
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2024.2388163
Reference37 articles.
1. Lattice Discrete Particle Model for the Simulation of Irregular Stone Masonry
2. In-plane strength of unreinforced masonry piers
3. Costa, A., B. Quelhas da Silva, A. Arêde, J. Guedes, and A. Costa. 2008. In-plane behavior of a stone masonry pier: Experimental test, numerical simulation and retrofitting efficiency evaluation. In International Seminar on Seismic Risk and Rehabilitation of Stone Masonry Housing, Horta, Faial, Portugal.
4. Seismic behaviour of rubble masonry: Shake table test and numerical modelling
5. Automated crack detection and measurement based on digital image correlation
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