TV-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:Tall Viaduct | N. of piers:3 | Piers characteristics:Two-column bents with hollow rectangular cross-section | Piers height [m]:16; 40; 28 | Design actions:Seismic design | AgS Tr=475yrs:0.168 | Site:Naples | Vs30 (see ref.):384 | Type of design analisys:Modal and Nonlinear dynamic analysis | ID-Bridge:TV/NA | Performance:SD | Curve fitting method:ML | IM:Sa(1.0) | eta:-1.133 | beta:0.533 | 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.3962| 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.2.2.25622.32333

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/