Combined Finite-Discrete Element Model Simulations of Shake-Table Tests on a Full-Scale Masonry Cross Vault
Author:
Affiliation:
1. Department of Structural and Geotechnical Engineering, Sapienza – University of Rome, Roma, Italy
2. Department of History, Representation and Restoration of Architecture, Sapienza – University of Rome, Roma, Italy
Funder
partially funded by the ‘Dipartimento di Protezione Civile – Consorzio RELUIS’ program
partially funded by the research project ‘Damascus: Disintegration Analysis of MASonry Constructions Under Seismic actions’ funded by Sapienza University of Rome
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2024.2317455
Reference30 articles.
1. Adam, J. P. 1994. Roman building, materials and techniques. London: Batsford.
2. SEISMIC ASSESSMENT OF MASONRY CROSS VAULTS THROUGH NON-LINEAR STATIC ANALYSES
3. Pre- and post-simulations of shake-table tests on a stone masonry building aggregate using finite-discrete elements
4. Simulation Of Shake Table Tests on Out-of-Plane Masonry Buildings. Part (II): Combined Finite-Discrete Elements
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