S-PCB-BF9-SHS-C-AQ
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:L'Aquila | 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:Hinged Frame | Longitudinal Direction:Square hollow section bracings | Claddings:Bare Frame | ID-building:S_PCB-BF9 | ID-building2:SHS_C_AQ | Performance:GC | Curve fitting method:ML | IM:Sa(1.00s) | eta:0.708 | beta:0.284 | 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/10.1080/13632469.2022.2087807| 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: |
L'Aquila |
| building:Direction: |
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| building:Material: |
S |
| building:LLRS: |
LFM |
| building:Height: |
HEX:1 |
| building:Year: |
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| building:Surroundings: |
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| building:Occupancy: |
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| building:Ground floor hydrodynamics: |
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| building:Roof Shape: |
-- |
| building:Floor material: |
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| building:Foundations: |
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| building:Fire protection: |
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