BI-FPS-‘80-‘90-C-AQ

Description

RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Base-Isolated building | Construction material:Reinforced concrete | Resisting elements:Moment-resisting frames | Isolation system:FPS | Rigid diaphragm:Yes | Design actions:Seismic design | Design Ag [g]:nan | Upgraded according to:NTC08/NTC18 | Site:L'Aquila | Soil Class:C | N. Stories:6 | Regularity:nan | Building:- | Type of Analisys:nan | ID-building:BI_FPS_‘80-‘90 | ID-building2:C_AQ | Performance:GC | Curve fitting method:ML | IM:Sa(3.00s) | eta:-1.389 | beta:0.259 | Notes:nan

Reference

Iervolino, I., Baraschino, R., & Spillatura, A. (2023). Evolution of Seismic Reliability of Code-Conforming Italian Buildings. Journal of Earthquake Engineering, 27(7), 1740–1768. https://doi.org/10.1080/13632469.2022.2087805| Cardone D, et al. 2022. Modelling and Seismic Response Analysis of Existing Italian Residential RC Buildings Retrofitted by Seismic Isolation. Journal of Earthquake Engineering, 1–25. doi:10.1080/13632469.2022.2036275| Micozzi F, Flora A, Viggiani L, Cardone D, Ragni L and Dall’Asta A. 2021. Risk Assessment of Reinforced Concrete Buildings with Rubber Isolation Systems Designed by the Italian Seismic Code. Journal of Earthquake Engineering, 1–31. doi:10.1080/13632469.2021.1961941| Ragni, L., D. Cardone, N. Conte, A. Dall’Asta, A. Di Cesare, A. Flora, G. Leccese, F. Micozzi, C. Ponzo. 2018. Modeling and seismic response analysis of Italian code-conforming base- isolated buildings. Journal of Earthquake Engineering 22. doi:10.1080/13632469.2018.1527267

License

This work is licensed under Creative Commons Attribution-NoDerivatives 4.0 International - https://creativecommons.org/licenses/by-nd/4.0/deed.en. See also https://www.reluis.it/en/rintc-dff/