Discontinuum Micromodelling of Unstrengthened and FRCM-Strengthened Masonry Cross-Vaults Subjected to Seismic Excitation
Author:
Affiliation:
1. Department of Engineering and Geology, Universitá degli Studi “G. d’Annunzio” Chieti - Pescara, Chieti, Italy
2. ASDEA s.r.l, Pescara, Italy
3. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2024.2368637
Reference31 articles.
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2. Brick masonry panels strengthened with textile reinforced mortar: experimentation and numerical analysis
3. Conserving energy and momentum in nonlinear dynamics: A simple implicit time integration scheme
4. Effectiveness of FRCM Reinforcement Applied to Masonry Walls Subject to Axial Force and Out-Of-Plane Loads Evaluated by Experimental and Numerical Studies
5. Berto, L., G. Camata, M. Petracca, A. Saetta, and D. Talledo. 2019. Tension-compression damage model with IMPL-EX algorithm for micromodeling of masonry structures. Proceedings of the 1st Eurasian Conference on OpenSees: OpenSees Days Eurasia: 20-21 June 2019, Kowloon, Hong Kong SAR, China, 55–60. Department of Building Services Engineering, Faculty of Construction and the Environment, The Hong Kong Polytechnic University.
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