PSI - Issue 78

Merani Margherita Gabriella Bruna et al. / Procedia Structural Integrity 78 (2026) 785–792

792

Costanzo, A., Falcone, S., D’Alessandro, A., Vitale, G., Giovinazzi, S., Morici, M., ... & Buongiorno, M. F. (2021). A technological system for post-earthquake damage scenarios based on the monitoring by means of an urban seismic network. Sensors, 21(23), 7887. Comfort, L. K. (2005). Risk, security, and disaster management. Annu. Rev. Polit. Sci., 8(1), 335-356 D’Alessandro, A., Scudero, S., & Vitale, G. (2019). A review of the capacitive MEMS for seismology. Sensors, 19(14), 3093. Dolce, M., Nicoletti, M., De Sortis, A., Marchesini, S., Spina, D., & Talanas, F. (2017). Osservatorio sismico delle strutture: the Italian structural seismic monitoring network. Bulletin of Earthquake Engineering , 15 (2), 621-641. Forte, G., Chioccarelli, E., De Falco, M., Cito, P., Santo, A., & Iervolino, I. (2019). Seismic soil classification of Italy based on surface geology and shear-wave velocity measurements. Soil Dynamics and Earthquake Engineering, 122, 79-93. Kircher, C. A., Nassar, A. A., Kustu, O., & Holmes, W. T. (1997). Development of building damage functions for earthquake loss estimation. Earthquake spectra, 13(4), 663-682. Lagomarsino, S., & Cattari, S. (2013). Fragility functions of masonry buildings. In SYNER-G: typology definition and fragility functions for physical elements at seismic risk: buildings, lifelines, transportation networks and critical facilities (pp. 111-156). Dordrecht: Springer Netherlands Lanzano, G., L. Luzi, F. Pacor, C. Felicetta, R. Puglia, S. Sgobba, and M. D’Amico (2019). A revised ground-motion prediction model for shallow crustal earthquakes in Italy, Bull. Seismol. Soc. Am. 109, no. 2, 525 – 540. Ministero delle Infrastrutture e dei Trasporti: Norme Tecniche per le Costruzioni, Decreto del Ministero delle Infrastrutture, GU serie generale, 42, 20 02 2018, Suppl. ordinario, 8, Gazzetta ufficiale della Repubblica Italiana, https://www.gazzettaufficiale.it/eli/id/2023/03/22/23A01847/SG, 2018. Merani, M.G.B., Sivori, D., Lagomarsino, S, Barani, S, Cattari, S. (2025). Multilevel data integration for near real - time seismic damage scenario at the urban scale: application to the Municipality of Sanremo, Italy . Bulletin of Earthquake Engineering . – SUBMITTED Mori, F., & Spina, D. (2015). Vulnerability assessment of strategic buildings based on ambient vibrations measurements. Struct. Monit. Maint , 2 (2), 115 - 132. M ori, F., Mendicelli, A., Moscatelli, M., Romagnoli, G., Peronace, E., & Naso, G. (2020). A new Vs30 map for Italy based on the seismic microzonation dataset. Engineering Geology, 275, 105745. Patanè, D., Tusa, G., Yang, W., Astuti, A., Colino, A., Costanza, A., ... & Torrisi, O. (2022). The Urban Seismic Observatory of Catania (Italy): A real-time seismic monitoring at urban scale. Remote Sensing, 14(11), 2583 Pitilakis, K., Crowley, H., & Kaynia, A. M. (2014). SYNER-G: typology definition and fragility functions for physical elements at seismic risk. Geotechnical, Geological and Earthquake Engineering, 27, 1-28. Silva, V., Yepes-Estrada, C., Dabbeek, J., Martins, L., & Brzev, S. (2018). GED4ALL-Global exposure database for multi-hazard risk analysis – multi-hazard exposure taxonomy. Global Earthquake Model Foundation: Pavia, Italy. Sivori, D., Merani, M. G. B., Bocchi, F., Spina, D., & Cattari, S. (2025). Environmental effects on the experimental modal parameters of masonry buildings: experiences from the Italian Seismic Observatory of Structures (OSS) network. Journal of Civil Structural Health Monitoring, 15(2), 307-331. Wald, D. J., Quitoriano, V., Heaton, T. H., Kanamori, H., Scrivner, C. W., & Worden, C. B. (1999). TriNet “ShakeMaps”: Rapid generation of peak ground motion and intensity maps for earthquakes in southern California. Earthquake Spectra, 15(3), 537-555.

List of symbols and abbreviation

DBV: Displacement - Based Vulnerability

• •

EFDD: Enhanced Frequency Domain Decomposition • FA: site amplification factor from microzonation studies • FS: Site amplification Factor from ITA18 attenuation law • GMPEs: Ground Motion Prediction Equations • MEMS: Micro - Electro - Mechanical Systems • MS: Seismic Microzonation Studies • NLDA: Non - Linear Dynamic Analyses • OSS: Italian Seismic Observatory of Structures • PGA: Peak Ground Acceleration • PGV: Peak Ground Velocity • RC: Reinforced Concrete • Sa: Spectral Acceleration • T₁ : building's fundamental period • V s,30 : shear - wave velocity • μ D : mean damage grade