Discontinuum Micromodelling of Unstrengthened and FRCM-Strengthened Masonry Cross-Vaults Subjected to Seismic Excitation

Author:

Kesavan Prabakaran1,Petracca Massimo2,Camata Guido1,Sethumadhavan Krishnachandran3,Menon Arun3

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

Reference31 articles.

1. ASDEA Software. 2023. STKO: Scientific ToolKit for OpenSees. https://asdeasoft.net/pdf/STKO%20Manual.pdf.

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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