PSI - Issue 78

Riccardo Raimondo Milanesi et al. / Procedia Structural Integrity 78 (2026) 1374–1381

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Acknowledgements The work presented in this paper has been developed within the framework of the project DPC-Eucentre 2019 – 2021, 2022 – 2023 and 2024-2026 Research Programme, WP11 and WP16 “Caratterizzazione della risposta sismica in piano e fuori piano di tamponamenti in muratura”, funded by the Italian Department of Civil Protection. This study was also partially supported by DPC-ReLUIS Work Package 10 Subtask 10.1.2 (2022 – 2024) and Subtask 10.3 (2024 2026). The received financial and technical support is gratefully acknowledged. Special thanks go to eng. Daniele Spina and eng. Francesco Giordano from Italian Department of Civil Protection for their technical contribution in the different phases of the project. References Angel, R., Abrams, D. P., Shapiro, D., Uzarski, J., Webster, M. (1994) Behavior of reinforced concrete frames with masonry infills, University of Illinois Engineering Experiment Station, College of Engineering, University of Illinois at Urbana-Champaign. 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