SV-NA
Description
RINTChttps://www.reluis.it/en/rintc-dff/ | Type of structure:Bridge | Substructure material:Reinforced concrete | Superstructure material:two-girder composite steel-concrete deck | Structural typology:Shallow viaduct | N. of piers:4 | Piers characteristics:Elliptical cross-section | Piers height [m]:Between 7 and 12 | Design actions:Seismic design | AgS Tr=475yrs:0.168 | Site:Naples | Vs30 (see ref.):384 | Type of design analisys:Modal dynamic analysis | ID-Bridge:SV/NA | Performance:SD | Curve fitting method:ML | IM:Sa(2.0) | eta:0.438 | beta:1.619 | Notes:nan
Reference
Franchin, P., Baltzopoulos, G., Biondini, F., Callisto, L., Capacci, L., Carbonari, S., Cardone, D., Dall’Asta, A., Flora, A., Gorini, D. N., Marchi, A., Noto, F., Perrone, G., & Iervolino, I. (2023). Seismic reliability of Italian code‐conforming bridges. Earthquake Engineering & Structural Dynamics, 52(14), 4442–4465. https://doi.org/10.1002/eqe.3968| Franchin P, Baltzopoulos G, Biondini F, et al. Seismic reliability of representative Italian code-conforming highway bridges. Final report of DPC-Reluis 2019–2021 RINTC (The Implicit Seismic Risk of Code-Conforming Structures) Project, Task Bridges. 2023. doi:10.13140/rg.2.2.25622.32339
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: |
Gibraltar |
| Region/City: |
Milan |
| bridge:Material: |
CR |
| bridge:Super structure: |
GB |
| bridge:Deck characteristics: |
DC |
| bridge:Deck system: |
SSu |
| bridge:Pier-deck connection: |
NIS |
| bridge:Pier-superstructure connection: |
OB |
| bridge:Number of piers: |
NP4 |
| bridge:Pier shape: |
OB |
| bridge:Pier height: |
HPBET:7,12 |
| bridge:Spans: |
MS |
| bridge:Abutment connection: |
M |
| bridge:Bridge configuration: |
SR |
| bridge:Seismicity: |
SD |
