PSI - Issue 44

Corrado Chisari et al. / Procedia Structural Integrity 44 (2023) 1100–1107 Corrado Chisari et al./ Structural Integrity Procedia 00 (2022) 000 – 000

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Future research will focus on a better characterisation of the dynamical behaviour of the tower, considering more accurate numerical models, e.g., with different material properties within the structural parts. The estimation of the uncertainty in the calibrated input parameters will also be an important topic to investigate in the future. Acknowledgments The present study has been developed within the activities of the project “Integrated PRocedure for assEssing and improVing the resiliENce of existing masonry bell Towers on a territorial scale” – PREVENT, funded under the VALERE 2019 program at the University of Campania “Luigi Vanvitelli”. References Allemang, R. (2003). The modal assurance criterion – twenty years of use and abuse. Sound and Vibration , 37 (8), 14 – 21. https://bibbase.org/network/publication/allemang-themodalassurancecriteriontwentyyearsofuseandabuse-2003 Augenti, N., & Parisi, F. (2010). Constitutive Models for Tuff Masonry under Uniaxial Compression. 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