PSI - Issue 64

Elide Nastri et al. / Procedia Structural Integrity 64 (2024) 153–160 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

160

8

Valente, M. 2021. Seismic vulnerability assessment and earthquake response of slender historical masonry bell towers in South-East Lombardia. Engineering Failure Analysis, 129, art. no. 105656. DOI: 10.1016/j.engfailanal.2021.105656 Chisari, C., Zizi, M., Roselli, F., De Matteis, G. 2024. Simplified Vulnerability Assessment of Masonry Bell Towers. RILEM Bookseries, 46, pp. 1303 – 1312. Sepe, V., Speranza, E., & Viskovic, A. 2008. A method for large-scale vulnerability assessment of historic towers. Structural Control and Health Monitoring, 15(3), 389–415. DOI: 10.1002/STC.243. Colapietro, D., Fiore, A., Netti, A., Fatiguso, F., Marano, G.C., De Fino, M., Cascella, D., Ancona, A. 2013. Dynamic identification and evaluation of the seismic safety of a masonry bell tower in the south of Italy. ECCOMAS Thematic Conference - COMPDYN 2013: 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference, pp. 3459 – 3470. Ubertini, F., Comanducci, G., Cavalagli, N. 2016. Vibration-based structural health monitoring of a historic bell-tower using output-only measurements and multivariate statistical analysis. Structural Health Monitoring, 15 (4), pp. 438 – 457. DOI: 10.7712/120117.5589.18130. De Stefano, A., Matta, E., & Clemente, P. 2016. Structural health monitoring of historical heritage in Italy: some relevant experiences. Journal of Civil Structural Health Monitoring, 6(1), 83–106. DOI: 10.1007/S13349-016-0154-Y/FIGURES/19. Kita, A., Cavalagli, N., Comanducci, G., Ubertini, F. 2017. Dynamic testing and monitoring of historic towers for seismic damage detection. COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake. Zanotti Fragonara, L., Boscato, G., Ceravolo, R., Russo, S., Ientile, S., Leonarda Pecorelli, M., & Quattrone, A. 2017. Dynamic investigation on the Mirandola bell tower in post-earthquake scenarios. 15, 313–337. DOI: 10.1007/s10518-016-9970-z. Rainieri, C., Gargaro, D., Fabbrocino, G. 2015. The role of Operational Modal Analysis in the non-destructive assessment of an Italian monument. 6th International Operational Modal Analysis Conference, IOMAC 2015. Standoli, G., Giordano, E., Milani, G., & Clementi, F. 2021. Model Updating of Historical Belfries Based on Oma Identification Techniques. International Journal of Architectural Heritage, 15(1), 132–156. DOI: 10.1080/15583058.2020.1723735. Sun, Q., Rainieri, C., Ren, W.X., Yan, W.J., Fabbrocino, G. 2023. Automated operational modal analysis of bell towers subjected to narrowband input. Structures, 54, pp. 78 – 88. DOI: 10.1016/j.istruc.2023.05.034. Chisari, Corrado, Zizi, Mattia, Rouhia, Jafar, Lavino, Angelo, De Matteis, Gianfranco. 2023. Ambient Vibration Testing and model updating of the bell tower of St. Michele Arcangelo Cathedral in Casertavecchia, Italy. Procedia Structural Integrity 44, pp. 1100–1107. Brincker, R., Zhang, L., & Andersen, P. 2001. Modal identification of output-only systems using frequency domain decomposition. Smart Materials and Structures, 10(3), 441. DOI: 10.1088/0964-1726/10/3/303 Allemang, R. 2003. The modal assurance criterion–twenty years of use and abuse. Sound and Vibration, 37(8), 14–21. DOI: 10.1088/0964 1726/10/3/303 Nastri, E., Tenore, M., Todisco, P. 2023. Calibration of concrete damaged plasticity materials parameters for tuff masonry types of the Campania area. Engineering Structures, 283, art. no. 115927. DOI: 10.1016/j.engstruct.2023.115927. Aiello, M.A., Micelli, F., Valente, L. 2009. Frp confinement of square masonry columns. Journal of Composites for Construction, 13 (2), pp. 148 - 158. DOI: 10.1061/(ASCE)1090-0268(2009)13:2(148) Feo, L., Luciano, R., Misseri, G., Rovero, L. 2016. Irregular stone masonries: Analysis and strengthening with glass fibre reinforced composites. Composites Part B: Engineering, 92, pp. 84 - 93. DOI: 10.1016/j.compositesb.2016.02.038 Nastri, E., Todisco, P. 2022. Macromechanical Failure Criteria: Elasticity, Plasticity and Numerical Applications for the Non-Linear Masonry Modelling. Buildings, 12, 1245. DOI: 10.3390/buildings12081245 Guo, Z. 2014. Principles of Reinforced Concrete. 1st edition. Oxford, Elsevier. Lubliner, J., Oliver, J., Oller, S., Oñate, E. 1989. A plastic-damage model for concrete. International Journal of Solids and Structures, 25, pp. 299– 326. Lee, J., Fenves, G.L. 1994. Numerical Implementation of Plastic Damage Model for Concrete under Cyclic Loading: Application to Concrete Dam; Rep. No. UCB/SEMM-94/03; Department of Civil Engineering, University of California: Berkeley, CA, USA. Chen, X., Duan, J., Li, Y. 2015. Mass proportional damping in nonlinear time-history analysis. Proceedings of the 3rd International Conference on Material, Mechanical and Manufacturing Engineering, pp. 567-571. Atlantis Press. ISSN: 2352-5401. DOI: 10.2991/ic3me-15.2015.112