PSI - Issue 84

Siro Casolo et al. / Procedia Structural Integrity 84 (2026) 1214–1221

1221

Acknowledgements The authors acknowledge the support of FABRE – “Research consortium for the evaluation and monitoring of bridges, viaducts and other structures” (www.consorziofabre.it/en). The author Siro Casolo acknowledges the financial support of Ministero italiano dell’Università e della Ricerca, "Bando relativo allo scorrimento delle graduatorie finali del bando PRIN 2022: Progetti di Ricerca di Rilevante Interesse Nazionale", Prot. 2022FLY8N7, Project title: “An integrated and fully discrete approach for the optimal topology design and the testing of meta-materials considering the non-linear geometric and elastic response”. Any opinion expressed in the paper does not necessarily reflect the view of the funder. References Azevedo J., Sincraian G., Lemos J.V., 2000. Seismic Behavior of Blocky Masonry Structures. Earthquake Spectra 16(2), 337-365. https://doi.org/10.1193/1.1586116 Casolo, S., 2004. Modelling in-plane micro-structure of masonry walls by rigid elements. 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