GNGTS 2024 - Atti del 42° Convegno Nazionale

Session 2.2 GNGTS 2024 References Boore, D. M., Watson-Lamprey, J., & Abrahamson, N. A. (2006). OrientaCon-independent measures of ground moCon. Bulle9n of the Seismological Society of America , 96 (4 A), 1502–1511. hbps://doi.org/10.1785/0120050209 Brandmayr, E., Raykova, R. B., Zuri, M., Romanelli, F., Doglioni, C., & Panza, G. F. (2010). The lithosphere in Italy: structure and seismicity. Journal of the Virtual Explorer , 36 . hbps://doi.org/10.3809/jvirtex.2010.00224 Chieffo, N., Fasan, M., Romanelli, F., Formisano, A., & Mochi, G. (2021). Physics-Based Ground MoCon SimulaCons for the PredicCon of the Seismic Vulnerability of Masonry Building Compounds in Mirandola (Italy). Buildings , 11 (12), 667. hbps://doi.org/ 10.3390/buildings11120667 Eads, L., Miranda, E., & Lignos, D. G. (2015). Average spectral acceleraCon as an intensity measure for collapse risk assessment. Earthquake Engineering & Structural Dynamics , 44 (12), 2057–2073. hbps://doi.org/10.1002/eqe.2575 FEMA. (2018). Seismic Performance Assessment of Buildings, FEMA P-58-1 . Hassan, H. M., Fasan, M., Sayed, M. A., Romanelli, F., ElGabry, M. N., Vaccari, F., & Hamed, A. (2020). Site-specific ground moCon modeling for a historical Cairo site as a step towards computaCon of seismic input at cultural heritage sites. Engineering Geology , 268 (February), 105524. hbps://doi.org/10.1016/j.enggeo.2020.105524 Jalayer, F., & Cornell, C. A. (2009). AlternaCve non-linear demand esCmaCon methods for probability-based seismic assessments. Earthquake Engineering & Structural Dynamics , 38 (8), 951–972. hbps://doi.org/10.1002/eqe.876 Magrin, A., Gusev, A. A., Romanelli, F., Vaccari, F., & Panza, G. F. (2016). Broadband NDSHA computaCons and earthquake ground moCon observaCons for the Italian territory. Interna9onal Journal of Earthquake and Impact Engineering , 1 (1/2), 28. hbps:// doi.org/10.1504/IJEIE.2016.10000979 Corresponding author: mfasan@units.it