GNGTS 2022 - Atti del 40° Convegno Nazionale

GNGTS 2022 Sessione 2.2 341 Fig. 3. C.S.LL.PP ; 2018: Norme tecniche per le costruzioni . Rome, Italy. FEMA; 2018: Seismic Performance Assessment of Buildings . FEMA P-58-1. Washington, D.C, U.S.A. Jalayer F., De Risi R., Manfredi G.; 2015: Bayesian Cloud Analysis: Efficient structural fragility assessment using linear regression . Bull.Earthq.Eng., 13, 1183:1203, doi: 10.1007/s10518-014-9692-z. Jalayer F., Ebrahimian H., Miano A., et al; 2017: Analytical fragility assessment using unscaled ground motion records. Earthquake Engineering and Structural Dynamics 46:2639–2663. doi: 10.1002/eqe.2922 Luco N., Cornell C. A.; 2007 : Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions . Earthquake Spectra 23:357–392. doi: 10.1193/1.2723158 Reed J. W., Kassawara R. P.; 1990: A criterion for determining exceedance of the operating basis earthquake. Nuclear Engineering and Design 123:387–396. doi: 10.1016/0029-5493(90)90259-Z Seismosoft; 2022: SeismoStruct 2022 – A computer program for static and dynamic nonlinear analysis of framed structures. Vamvatsikos D., Cornell C. A.; 2002: Incremental dynamic analysis. Department of Civil and Environmental Engineering, Stanford University, U.S.A.

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