GNGTS 2023 - Atti del 41° Convegno Nazionale

Session 2.2 GNGTS 2023 (a) (b) Fig. 3– EDP-based fragility curves for the single glass panel and the curtain wall configuration with the same geometry in a 4-story building for (a) C#1 and (b) C#3. REFERENCES ABAQUS v. 6.12 computer software and online documentation, Dassault Systems, Providence, RI, USA. Simulia (2017). Applied Technology Council (ATC), 2009. Guidelines for Seismic Performance Assessment of Buildings, 50% Complete Draft, prepared for the Department of Homeland Security, Washington, D.C. Behr R.A. and Belarbi A.; 1996: Seismic test methods for architectural glazing systems . Earthq. Spectra, 12 (1). Behr R.A.; 1998: Seismic performance of architectural glass in mid-rise curtain wall . J. Archit. Eng., 94-98. Bouwkamp J.G., Meehan J.F., 1960: Drift limitations imposed by glass. Proceedings of Second World Conference on Earthquake Engineering, Tokyo, Japan, 1763-1778. Jalayer F., Elefante L., Iervolino I., Manfredi G.;2011: Knowledge-based performance assessment of existing RC buildings . J. Earthquake Eng., 15,362–389. Mattei S., Fasan M., Bedon C.; 2021: On the use of cloud analysis for structural glass members under seismic events . Sustainability (Switzerland), 13(16), 9291. Mattei S. and Bedon C.; 2021: Analytical Fragility Curves for Seismic Design of Glass Systems Based on Cloud Analysis . Symmetry, 13(8), 1541. Memari A.M., O’Brien W.C., Kremer P.A. and Behr R.A.; 2011: Architectural Glass Seismic Behavior Fragility Curve Development . Report No. FEMA P-58/BD-3.9, 2011, 2.