RC-MU-IF-6-NA-C

Description

RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Residential Building | Construction material:Reinforced concrete | Resisting elements:Moment resisting frames | Isolation system:- | Rigid diaphragm:Yes | Design actions:Seismic design | AgS Tr=475yrs:0.168 | Upgraded according to:- | Site:Naples | Soil Class:C | N. Stories:6 | Regularity:nan | Building:Infilled | Type of Analisys:modal response spectrum - low ductility class | Soil structure interaction:No | Modelling uncertainties:Yes but not considered in the fragility derivation | ID building:RC-MU-IF-6-NA-C | Performance:GC | Curve fitting method:NPP | IM:Sa(0.5s) | eta:2.621 | beta:0.77 | Notes:nan

Reference

Iervolino, I., Baraschino, R., Belleri, A., Cardone, D., Della Corte, G., Franchin, P., Lagomarsino, S., Magliulo, G., Marchi, A., Penna, A., Viggiani, L. R. S., & Zona, A. (2023). Seismic Fragility of Italian Code-Conforming Buildings by Multi-Stripe Dynamic Analysis of Three-Dimensional Structural Models. Journal of Earthquake Engineering, 27(15), 4415–4448. https://doi.org/10.1080/13632469.2023.2167963| Franchin, P., L. Ragni, M. Rota, and A. Zona. 2018. Modelling uncertainties of Italian code-conforming structures for the purpose of seismic response analysis. Journal of Earthquake Engineering 22 (sup2):1964–89. doi:10.1080/13632469.2018.1527262.

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/