PRC-EE1-Pre-‘70-C-AQ

Description

RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Industrial Building | Construction material:Precast reinforced concrete | Rigid diaphragm:Yes | Design actions:Seismic design (s=9) | Ag Tr=475yrs:nan | Site:L'Aquila | Soil Class:C | N. Stories:1 | Building:EE1 | Design analysis:Static analysis | Beam-column connection:Dowels | Cladding system:Masonry infills | ID-building:PRC_EE1_Pre-‘70 | Colonna1:C_AQ | Performance:GC | Curve fitting method:LSF | IM:Sa(0.50s) | eta:0.084 | beta:0.636 | Rate of failure:0.0019 | 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/10.1080/13632469.2022.2087811| Bosio M, et al. 2022. Modelling and Seismic Response Analysis of Non-residential Single-storey Existing Precast Buildings in Italy. Journal of Earthquake Engineering, 1–22. doi:10.1080/13632469.2022.2033374| Bosio, M, Labò, S, Riva, P, Belleri, A. 2023. Seismic risk and finite element modelling influence of an existing one-storey precast industrial building. Journal of Earthquake Engineering, 27(14): 4182-4205. DOI:10.1080/13632469.2022.2162631| Bellotti, D., Cavalieri, F., & Nascimbene, R. (2024). Influence of Closure External Panels Modelling on the Seismic Response of Non-Residential Precast Buildings. Journal of Earthquake Engineering, 28(1), 288–304.

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/