RC-3-Pre-‘70-IF-C-MI
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:Gravity loads | Upgraded according to:- | Design Ag [g]:nan | Site:Milan | Soil Class:C | N. Stories:3 | Building:Infilled | Type of Analisys:- | Soil structure interaction:No | Modelling uncertainties:No | ID-building:RC_3_Pre-‘70 | ID-building2:IF_C_MI | Performance:GC | Curve fitting method:ML | IM:Sa(1.00s) | eta:-1.203 | beta:0.063 | 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/10.1080/13632469.2022.2087875| 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:10.1080/13632469.2022.2074993| 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/ 13632469.2022.2086263
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/
Exposure attributes
| Primary hazard: |
Earthquake |
| Secondary hazard: |
-- |
| Continent: |
Europe |
| Country: |
Italy |
| Region/City: |
Milan |
| building:Direction: |
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| building:Material: |
-- |
| building:LLRS: |
-- |
| building:Height: |
HEX:3 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
RES |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
