S-LX20-LY6-NA-C

Description

RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Industrial building | Construction material:Steel | Roof/floor:absence of a rigid roof diaphragm | Design actions:Seismic design | AgS Tr=475yrs:0.168 | Site:Naples | Soil Class:C | N. Stories:1 | Regularity:nan | Length in x direction [m]:LX20 | Length in y direction [m]:LY6 | Type of Design Analisys:modal response spectrum q=4.0 | Transverse direction:moment-resisting frame | Longitudinal Direction:diagonal concentrically braced frames | Claddings:- | ID building:S-LX20-LY6-NA-C | Performance:GC | Curve fitting method:LSF | IM:Sa(0.5s) | eta:1.418 | beta:0.368 | 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/10.1080/13632469.2023.2167899| Scozzese, F., G. Terracciano, A. Zona, G. Della Corte, A. Dall’Asta, and R. Landolfo. 2018. Modeling and seismic response analysis of Italian code-conforming single-storey steel buildings modeling and seismic response analysis of Italian. Journal of Earthquake Engineering 22 (2):168–97. doi:10.1080/13632469.2018.1528913.

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/