S-SCB-SP-L-C-MI
Description
RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Industrialc building | Construction material:Steel | Roof/floor:concentric roof braces | Design actions:Seismic design | Ag Tr=475yrs:nan | Site:Milan | Soil Class:C | N. Stories:1 | Regularity:- | Length in x direction [m]:32 | Length in y direction [m]:5 | Type of Design Analisys:Linear Admissible stresses | Transverse direction:Fully restrained frame | Longitudinal Direction:L-shaped bracings | Claddings:Sandwich panels | ID-building:S_SCB-SP | ID-building2:L_C_MI | Performance:GC | Curve fitting method:LSF | IM:Sa(0.50s) | eta:23.67 | beta:6.843 | 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/10.1080/13632469.2022.2087829| Cantisani, G., and G. Della Corte. 2022. Modelling and seismic response analysis of non-residential existing steel buildings in Italy. Journal of Earthquake Engineering 1–33. doi:10.1080/13632469.2022.2030438.
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: |
-- |
| building:Material: |
S |
| building:LLRS: |
LFM |
| building:Height: |
HEX:1 |
| building:Year: |
-- |
| building:Surroundings: |
-- |
| building:Occupancy: |
-- |
| building:Ground floor hydrodynamics: |
-- |
| building:Roof Shape: |
-- |
| building:Floor material: |
-- |
| building:Foundations: |
-- |
| building:Fire protection: |
-- |
