RC-6-‘80-‘90-PF-C-CT

Description

RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Residential Building | Construction material:Renforced concrete | Resisting elements:Moment-resisting frames | Isolation system:- | Rigid diaphragm:Yes | Design actions:Seismic design | Upgraded according to:- | Design Ag [g]:nan | Site:Catania | Soil Class:C | N. Stories:6 | Building:Pilotis | Type of Analisys:- | Soil structure interaction:No | Modelling uncertainties:No | ID-building:RC_6_‘80-‘90 | ID-building2:PF_C_CT | Performance:GC | Curve fitting method:ML | IM:Sa(1.00s) | eta:-0.169 | beta:0.817 | 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/10.1080/13632469.2022.2087871| De Risi M T, et al. 2022. Modelling and Seismic Response Analysis of Italian pre-code and low-code Reinforced Concrete Buildings. Part I: Bare Frames. Journal of Earthquake Engineering, 1–32. doi:10.1080/13632469.2022.2074989| Di Domenico M, et al. (2022). Modelling and Seismic Response Analysis of Italian Pre-Code and Low-Code Reinforced Concrete Buildings. Part II: Infilled Frames. Journal of Earthquake Engineering, 1–31. doi:10.1080/ 13632469.2022.2086259

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/