PSI - Issue 78

Simone Reale et al. / Procedia Structural Integrity 78 (2026) 1657–1664

1664

References

Afsar Dizaj, E., & Kashani, M. M. (2022). Nonlinear structural performance and seismic fragility of corroded reinforced concrete structures: modelling guidelines. European Journal of Environmental and Civil Engineering, 26(11), 5374-5403. Alipour, A., Shafei, B., & Shinozuka, M. (2011). Performance evaluation of deteriorating highway bridges located in high seismic areas. Journal of Bridge Engineering, 16(5), 597-611. Andisheh, K., Scott, A., & Palermo, A. (2021). Effects of corrosion on stress – Strain behavior of confined concrete. Journal of Structural Engineering, 147(7), 04021087. Baker, J. W. (2015). Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra, 31(1), 579-599. Baker, J. W., & Lee, C. (2018). An improved algorithm for selecting ground motions to match a conditional spectrum. Journal of Earthquake Engineering, 22(4), 708-723. Caltrans. Caltrans Seismic Design Criteria, SDC version 2.0. Sacramento, CA: Califor-nia Department of Transportation; 2019. Cardone, D. (2014). Displacement limits and performance displacement profiles in support of direct displacement ‐ based seismic assessment of bridges. Earthquake Engineering & Structural Dynamics, 43(8), 1239-1263. Chioccarelli, E., Cito, P., Iervolino, I., & Giorgio, M. (2019). REASSESS V2. 0: software for single-and multi-site probabilistic seismic hazard analysis. Bulletin of Earthquake Engineering, 17, 1769-1793. Coronelli, D., & Gambarova, P. (2004). Structural assessment of corroded reinforced concrete beams: modeling guidelines. Journal of structural engineering, 130(8), 1214-1224. Du, Y. G., Clark, L. A., & Chan, A. H. C. (2005a). Residual capacity of corroded reinforcing bars. Magazine of Concrete Research, 57(3), 135 147. Du, Y. G., Clark, L. A., & Chan, A. H. C. (2005b). Effect of corrosion on ductility of reinforcing bars. Magazine of Concrete Research, 57(7), 407 419. Federal Emergency Management Agency (FEMA). 2012a. Seismic performance assessment of buildings, volume 1 - Methodology. In FEMA P 58-1. Washington, DC: Ap-plied Technology Council (ATC). Ferreira, M., Gehlen, C., Bartholomew, M., Edvardsen, C., von Greve-Dierfeld, S., Gulikers, J., ... & Rahimi, A. (2015). Benchmarking of deemed to-satisfy provisions in standards, State-of-the-art report. Ghosh, J., & Sood, P. (2016). Consideration of time-evolving capacity distributions and improved degradation models for seismic fragility assessment of aging highway bridges. Reliability Engineering & System Safety, 154, 197-218. Kashani, M. M., Lowes, L. N., Crewe, A. J., & Alexander, N. A. (2015). Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation. Computers & Structures, 156, 58-71. Jalayer, F., & Cornell, C. A. (2009). Alternative non ‐ linear demand estimation methods for probability ‐ based seismic assessments. Earthquake Engineering & Structural Dynamics, 38(8), 951-972. Jayaram, N., Lin, T., & Baker, J. W. (2011). A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance. Earthquake spectra, 27(3), 797-815. Liu, T., & Weyers, R. W. (1998). Modeling the dynamic corrosion process in chloride contaminated concrete structures. Cement and Concrete research, 28(3), 365-379. McKenna, F. (2011). OpenSees: a framework for earthquake engineering simulation. Computing in Science & Engineering, 13(4), 58-66. Molina, F. J., Alonso, C., & Andrade, C. (1993). Cover cracking as a function of rebar corrosion: Part 2 — Numerical model. Materials and structures, 26, 532-548. Nielson, B. G., & DesRoches, R. (2007). Seismic fragility methodology for highway bridges using a component level approach. Earthquake engineering & structural dynamics, 36(6), 823-839. Pacific Earthquake Engineering Research Center (PEER). 2011. PEER ground motion database. https://ngawest2.berkeley.edu/ . Reale, S., Pavese, A., & Palermo, A. (2025a). Fibre Based Modelling of Corroded Reinforced Concrete Bridge Piers. fib Symposium Antibes Proceedings. Reale, S., Furinghetti, M., & Pavese, A. (2025b). Seismic Risk Assessment of a Deteriorating RC Bridge Including Refined Modeling of Corrosion Effects. COMPDYN 2025 Proceedings. Shekhar, S., Ghosh, J., & Padgett, J. E. (2018). Seismic life-cycle cost analysis of ageing highway bridges under chloride exposure conditions: Modelling and recommendations. Structure and Infrastructure Engineering, 14(7), 941-966. Stefanidou, S. P., Paraskevopoulos, E. A., Papanikolaou, V. K., & Kappos, A. J. (2022). An online platform for bridge-specific fragility analysis of as-built and retrofitted bridges. Bulletin of Earthquake Engineering, 20(3), 1717-1737. Stewart, M. G., & Al-Harthy, A. (2008). Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis. Reliability engineering & system safety, 93(3), 373-382. Val, D. V. (2007). Deterioration of strength of RC beams due to corrosion and its influence on beam reliability. Journal of Structural Engineering, 133(9), 1297-1306. Vu, K. A. T., & Stewart, M. G. (2000). Structural reliability of concrete bridges including improved chloride-induced corrosion models. Structural safety, 22(4), 313-333. Xu, J. G., Wu, G., Feng, D. C., Cotsovos, D. M., & Lu, Y. (2020). Seismic fragility analysis of shear-critical concrete columns considering corrosion induced deterioration effects. Soil Dynamics and Earthquake Engineering, 134, 106165. Zhao, J., & Sritharan, S. (2007). Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures. ACI structural journal, 104(2), 133.

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