URM-I1-2-AQ-A*

Description

RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Residential Building | Construction material:Masonry | Type of Mansory:Perforated clay units with mortar joints | Historical/modern:Modern | Roof/floor:Reinforced concrete | Rigid diaphragm:Yes | Design actions:Seismic design | AgS Tr=475yrs:0.261 | Upgraded according to:- | Site:L'Aquila | Soil Class:A | N. Stories:2 | Regularity in plan:No | Regularity in elevetion:Yes | Building:- | Design method:Nonlinear static analysis | ID-building:URM-I1-2-AQ-A* | Performance:GC | Curve fitting method:NPP | Intensity Measure:Sa(0.15s) | eta:0.113 | beta:0.249 | 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/10.1080/13632469.2023.2167931| Cattari, S., D. Camilletti, S. Lagomarsino, S. Bracchi, M. Rota, and A. Penna. 2018. Masonry Italian code-conforming buildings. Part 2: Nonlinear modelling and time-history analysis. Journal of Earthquake Engineering 22 (sup2):2010–40. doi:10.1080/13632469.2018.1541030.| Manzini, C. F., G. Magenes, A. Penna, F. Porto, D. Camilletti, S. Cattari, and S. Lagomarsino. 2018. Masonry Italian code-conforming buildings. Part 1 : Case studies and design methods. Journal of Earthquake Engineering 22 (2):54–73. doi:10.1080/13632469.2018.1532358.

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/