PSI - Issue 44

Gianluca Salamida et al. / Procedia Structural Integrity 44 (2023) 131–138 Gianluca Salamida et al. / Structural Integrity Procedia 00 (2022) 000–000

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Acknowledgements

The financial support of the Emilia-Romagna regional agency for Civil Protection and Territorial Safety is gratefully acknowledged. References Baker, JW., 2007. Quantitative classification of near-fault ground motions using wavelet analysis. Bull Seismol Soc Am. 97(5): 1486-1501. Buratti, N., 2012. A comparison of the performances of various ground-motion intensity measures. 15 th World Conference on Earthquake Engineering, Lisbon. Buratti, N., Minghini, F., Ongaretto, E., Savoia, M., Tullini, N., 2017. Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes. Earthquake Engineering and Structural Dynamics, 46(14), pp. 2317–2335. Buratti, N., Simoni, E., Mazzotti, C., submitted for publication. Post-earthquake estimates of different ground motion intensity measures for the 2012 Emilia earthquake. Earthquake Engineering & Structural Dynamics. Chiou, BSJ., Youngs, RR., 2014. Update of the Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra. Earthquake Spectra. 30 (3), 1117–1153. Dol š ek, M., Fajfar, P., 2005. Simplified non-linear seismic analysis of infilled reinforced concrete frames. Earthquake Engineering and Structural Dynamics. 34 (1), 49–66. EN 1998-3:2005, Eurocode 8 – Design of structures for earthquake resistance – Part 3: Assessment and retrofitting of buildings. Fajfar, P., Ga š per š i č , P., 1996. The N2 method for the seismic damage analysis of RC buildings. Earthquake Engineering and Structural Dynamics, 25, 31-46. Ferretti, F., Simoni, E., Buratti, N., Mazzotti, C., Under review. Typological fragility analysis of masonry buildings in Emilia Romagna region (Italy). Earthquake Engineering and Structural Dynamics. Grünthal, G., 1998. European Macroseismic Scale 1998. in: Cah. Du Cent. Eur. Géodynamique Séismologie, Luxembourg. Guerrini, G., Graziotti, F., Penna, A., Magenes, G., 2017. Improved evaluation of inelastic displacement demands for short-period masonry structures. Earthquake Engineering and Structural Dynamics. 46 (9), 1411–1430, 2017. Ioannou, I., Bertelli, S., Verrucci, E., Arcidiacono, V., Rossetto, T., 2021. Empirical fragility assessment of residential buildings using data from the Emilia 2012 sequence of earthquakes. Springer Netherlands. Italian National Statistical Institute (ISTAT). 15th Italian Population and Housing Census, 2011 (http://dati censimentopopolazione.istat.it/Index.aspx?lang=en&SubSessionId=1f509dfcd14b- 4a67-8ba8-c93f3f6c2521&themetreeid=-200). Lagomarsino, S., Penna, A., Galasco, A., Cattari, S., 2013. TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings, Eng. Struct. 56 1787–1799. McKenna, F., Fenves, G.L., Scott, M.H., (2004). OpenSees: Open System for Earthquake Engineering Simulation. Pacific Earthquake Engineering Research Center. University of California, Berkeley, CA, USA. http://opensees.berkeley.edu. Ministero delle Infrastrutture e dei Trasporti, 2018. Aggiornamento delle “Norme Tecniche per le Costruzioni” - NTC 2018, 1–198. Ministero delle Infrastrutture e dei Trasporti, 2008. Approvazione delle nuove Norme Tecniche per le Costruzioni. NTC 2008. Natick MA. MATLAB, The MathWorks, Inc. 2021. Penna, A., Morandi, P., Rota, M., Manzini, C.F., Da Porto, F., Magenes, G., 2014. Performance of masonry buildings during the Emilia 2012 earthquake. Bulletin of Earthquake Engineering. 12 (5), 2255–2273. Puglia, R., Russo, E., Luzi, L., D’Amico, M., Felicetta, C., Pacor, F., Lanzano, G., 2018. Strong-motion processing service: a tool to access and analyse earthquakes strong-motion waveforms. Bull. Earthquake Eng. https://doi.org/10.1007/s10518-017-0299-z - version 1.0, http://itaca.mi.ingv.it/processing/. Salamida, G., Buratti, N., 2021. Fragility models for existing masonry infilled RC frames in the Emilia area. in: 8th ECCOMAS Themat. Conf. Comput. Methods. Savoia, M., Buratti, N., Vincenzi, L., 2017. Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake. Engineering Structures, 137, pp. 162–180. Secci, E., 2020. Definizione di modelli di fragilità per edifici sulla base di dati sul danneggiamento relativi al terremoto dell’Aquila 2009. Simoni, E., Buratti, N., Mazzotti, C., 2021. A framework for the assessment of seismic damage scenarios in the Emilia Romagna region, Italy. in: 8th ECCOMAS Themat. Conf. Comput. Methods. Verderame, GM., Ricci, P., De Luca, F., Del Gaudio, C., De Risi, MT., 2014. Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake. Soil Dynamics and Earthquake Engineering. 66 385–400.

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