Issue 46

S. Ivorra et alii, Frattura ed Integrità Strutturale, 46 (2018) 203-215; DOI: 10.3221/IGF-ESIS.46.19 215 [6] Bartoli, G., Betti, M. and Giordano, S. (2013). In situ static and dynamic investigations on the ‘ Torre Grossa’ masonry tower, Eng. Struct., 52, pp. 718–733. [7] Bartoli, G., Betti, M. and Monchetti, S. (2017). Seismic Risk Assessment of Historic Masonry Towers: Comparison of Four Case Studies, J. Perform. Constr. Facil., 31(5). [8] Diaferio, M., Foti, D., Gentile, C., Giannoccaro, N. I. and Saisi, A. (2015). Dynamic testing of a historical slender building using accelerometers and radar, in 6th International Operational Modal Analysis Conference, IOMAC 2015. [9] Diaferio, M., Foti, D. and Mongelli, M. (2011). Operational Modal Analysis of a Historic Tower in Bari, in Civil Engineering Topics, 4, pp. 335–342. [10] Gentile, C., Saisi, A. and Cabboi, A. (2014). Structural Identification of a Masonry Tower Based on Operational Modal Analysis, Int. J. Archit. Herit., 9(2), pp. 98–110. [11] Foti, D. (2014). Non-destructive techniques and monitoring for the evolutive damage detection of an ancient masonry structure, Key Eng. Mater., 628, pp. 168–177. [12] Ivorra, S., Pallarés, F. J. and Adam, J. M. (2009). Dynamic behaviour of a modern bell tower - A case study, Eng. Struct., 31(5). [13] Lepidi, M., Gattulli, V. and Foti, D. (2009). Swinging-bell resonances and their cancellation identified by dynamical testing in a modern bell tower, Eng. Struct., 31(7), pp. 1486–1500. [14] Ivorra, S., Pallarés, F. J. and Adam, J. M. (2011). Masonry bell towers: Dynamic considerations, Proc. Inst. Civ. Eng. Struct. Build., 164(1). [15] Cannito, G. (2017). Il Carisma del Vescovo Mons. Aurelio Marena (1950-1978) nella Basilica pontificia dei Santi Medici Cosma e Damiano"- Note storiche pastorali nella Curia Vescovile di Bitonto. [16] Ivorra, S., Palomo, M. J., Verdú, G. and Zasso, A. (2006). Dynamic forces produced by swinging bells, Meccanica, 41(1). [17] DIN 4178 2005-04: Glockentürme [In German]. Normenausschuss Bauwesen (NABau) im DIN, (2005), pp. 32. [18] CSI, SAP2000. Analysis Reference Manual, CSI: Berkeley (CA, USA): Computers and Structures INC. (2014). [19] ARTeMIS: Ambient Response Testing and Modal Identification Software. Structural Vibration Solutions A/s, Denmark, (2016). [20] Adam, J. M., Moreno, J. D., Bonilla, M. and Pellicer, T. M. (2016). Classification of damage to the structures of buildings in towns in coastal areas, Eng. Fail. Anal., 70, pp. 212–221. [21] Moreno, J. D., Bonilla, M., Adam, J. M., Borrachero, M. V. and Soriano, L. (2015). Determining corrosion levels in the reinforcement rebars of buildings in coastal areas. A case study in the Mediterranean coastline, Constr. Build. Mater., 100, pp. 11–21. [22] Bru, D., González, A., Baeza, F. J. and Ivorra, S. (2018). Seismic behavior of 1960’s RC buildings exposed to marine environment, Eng. Fail. Anal., 90, pp. 324–340.