GNGTS 2021 - Atti del 39° Convegno Nazionale

375 GNGTS 2021 S essione 2.2 References Bradley, B.A., 2011, Design seismic demands from seismic response analyses: a probability-based approach, Earthquake Spectra, 27(1):213–224. Faleschini, F., Zanini, M.A., Toska, K., 2019, Seismic reliability assessment of code-conforming reinforced concrete buildings made with electric arc furnace slag aggregates, Engineering Structures, 195: 324- 339 . Zanini, M.A., Feltrin G.A., 2021, Reliability-targeted behavior factor evaluation for code conforming Italian RC bare and infilled buildings, Structural Safety (under review). Cornell, C., Jalayer, F., hamburger, R.O., FoutchD.A., 2002, Probabilistic basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines, ASCE Journal of Structural Engineering, 128(4), 526–533. Cornell, C., 1968, Engineering seismic risk analysis, Bulletin of the Seismological Society of America, 58(5), 1583–606. McGuire, R.K., 2008, Probabilistic seismic hazard analysis: early history, Earthquake Engineering and Structural Dynamics, 37:329–338. Di Trapani, F., Bertagnoli, G., Ferrotto, M.F., Gino, D., 2018, Empirical Equations for the Direct Definition of Stress-Strain Laws for Fiber-Section-Based Macromodeling of Infilled Frames, ASCE Journal of Engineering Mechanics, 144(11):04018101. Mander, J.B., Priestley, M.J.N., Park, R., 1988, Theoretical stress-strain model for confined concrete, ASCE Journal of Structural Engineering, 114(8):1804-1825. Menegotto, M., Pinto, P.E., 1973, Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending, Proceedings IABSE symposium of resistance and ultimate deformability of structures acted on by well-defined repeated loads vol. 13. Lisbon, Portugal: International Association of Bridge and Structural Engineering; p. 15–22. Corresponding author: marianoangelo.zanini@dicea.unipd.it Fig. 3 - Seismic failure rate intervals for bare and infilled code-compliant RC frames.