PSI - Issue 44

Ylenia Di Lallo et al. / Procedia Structural Integrity 44 (2023) 488–495 Y. Di Lallo et al./ Structural Integrity Procedia 00 (2022) 000–000

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The applicability of the proposed approach, previously validated on two-dimensional panels, was here investigated through the simulation a two-story URM façade substructure with openings. The comparison between numerical and experimental results demonstrated the reliability of the modelling procedure and its suitability for the study of more complex structures. Future research outcomes foresee the numerical reproduction of benchmark case studies of increased complexity, the evaluation of other modelling aspects to further refine the procedure and the application of the MUDis-based modelling approach to the analysis of entire buildings and aggregates. References Beatini V., Royer-Carfagni G., Tasora A., 2017. A regularized non-smooth contact dynamics approach for architectural masonry structures. Computers & Structures, Vol. 187, pp 88-100, ISSN 0045-7949. Doi: 10.1016/j.compstruc.2017.02.002. Berto L., Saetta A., Scotta R., Vitaliani R., 2002. 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