URM-Pre-‘20-NTC18-C-RM
Description
RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Residential Building | Construction material:Masonry | Type of Mansory:Tuff stone with local strengthening and tie-rods | Historical/modern:Historical | Roof/floor:Brick vaults/Mixed steel beams and brick thin vaults | Rigid diaphragm:No | Design actions:Gravity loads | Design Ag [g]:- | Upgraded according to:NTC18 | Site:Rome | Soil Class:C | N. Stories:7 | Regularity in plan:Yes | Regularity in elevetion:Yes | Building:- | Failure mode:- | Design method:Construction practices | ID-building:URM_Pre-‘20-NTC18 | ID-building2:C_RM | Performance:GC | Fitting:ML | Intensity Measure:Sa(0.50s) | eta:-0.71 | beta:0.444 | 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/10.1080/13632469.2022.2087831| Lagomarsino S, Cattari S, Angiolilli M, Bracchi S, Rota M and Penna A. (2022). Modelling and Seismic Response Analysis of Existing URM Structures. Part 2: Archetypes of Italian Historical Buildings. Journal of Earthquake Engineering, 1–26. doi:10.1080/13632469.2022.2087830
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: |
Rome |
| building:Direction: |
-- |
| building:Material: |
MUR |
| building:LLRS: |
LWAL |
| building:Height: |
HEX:7 |
| building:Year: |
YAPP:2018 |
| building:Surroundings: |
-- |
| building:Occupancy: |
RES |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
