GNGTS 2023 - Atti del 41° Convegno Nazionale

Session 2.2 GNGTS 2023 References Baker JW (2011) Conditional Mean Spectrum: Tool for Ground-Motion Selection. J. Struct. Eng. 137:322-331. Bozorgnia Y, Campbell KW. Vertical ground motion model for PGA, PGV, and linear response spectra using the NGA-West2 database. Earthq Spectra. 2019;32(2):979-1004. https://doi.org/10.1193/072814eqs121m Ca ğ nan Z, Akkar S, Kale O, Sandıkkaya A. A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV), and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East. Bull Earthq Eng. 2017;15:2617-2643. Gulerce Z, Kamai R, Abrahamson NA, Silva WJ. Ground motion prediction equations for the vertical ground motion component based onthe NGA-W2 database. Earthq Spectra. 2017;33(2):499-528. https://doi.org/10.1193/121814EQS213M Gülerce Z, Abrahamson NA. (2011) Site-specific design spectra for vertical ground motion. Earthq Spectra, 27(4): 1023-1047. https://doi.org/10.1193/1.3651317 National Earthquake Hazards Reduction Program – NEHRP (2020). Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P-20821).Washington, D.C.: Building Seismic Safety Council. Ramadan F., Smerzini C., Lanzano G., Pacor F. (2021) An empirical model for the vertical-to-horizontal spectral ratios for Italy. Earthquake Engineering and Structural Dynamics, 50: 4121–4141. Corresponding Author Chiara Smerzini: chiara.smerzini@polimi.it