PSI - Issue 78

Marco Gaetani d’Aragona et al. / Procedia Structural Integrity 78 (2026) 968–975

975

Investment 1.3 – D.D. 1243 2/8/2022) and by the Agreement between the High Council of Public Works (CSLLPP) and the ReLUIS Consortium (WP 4) implementing Ministerial Decree 578/2020 and Ministerial Decree 240/2022. References Andrade, C., Cesetti, A., Mancini, G., & Tondolo, F. (2016). Estimating corrosion attack in reinforced concrete by means of crack opening. Structural Concrete , 17 (4), 533 – 540. https://doi.org/10.1002/suco.201500114 Coronelli, D., & Gambarova, P. (2004). Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines. Journal of Structural Engineering , 130 (8), 1214 – 1224. https://doi.org/10.1061/(ASCE)0733 9445(2004)130:8(1214) Crespi, P., Zucca, M., Valente, M., & Longarini, N. (2022). Influence of corrosion effects on the seismic capacity of existing RC bridges. Engineering Failure Analysis , 140 , 106546. https://doi.org/10.1016/j.engfailanal.2022.106546 De Domenico, D., Messina, D., & Recupero, A. (2023). Seismic vulnerability assessment of reinforced concrete bridge piers with corroded bars. Structural Concrete , 24 (1), 56 – 83. https://doi.org/10.1002/suco.202200378 Di Carlo, F., Meda, A., & Rinaldi, Z. (2017). Numerical evaluation of the corrosion influence on the cyclic behaviour of RC columns. Engineering Structures , 153 , 264 – 278. https://doi.org/10.1016/j.engstruct.2017.10.020 Di Sarno, L., & Pugliese, F. (2020). Seismic fragility of existing RC buildings with corroded bars under earthquake sequences. Soil Dynamics and Earthquake Engineering , 134 , 106169. https://doi.org/10.1016/j.soildyn.2020.106169 Domaneschi, M., Pellecchia, C., De Iuliis, E., Cimellaro, G. P., Morgese, M., Khalil, A. A., & Ansari, F. (2020). Collapse analysis of the Polcevera viaduct by the applied element method. Engineering Structures , 214 , 110659. https://doi.org/10.1016/j.engstruct.2020.110659 Elwood, K. J., & Moehle, J. P. (2005a). Axial capacity model for shear-damaged columns. ACI Structural Journal , 102 (4). https://doi.org/10.14359/14562 Elwood, K. J., & Moehle, J. P. (2005b). Drift capacity of reinforced concrete columns with light transverse reinforcement. Earthquake Spectra , 21 (1). https://doi.org/10.1193/1.1849774 Gaetani d’Aragona, M., Polese, M., Elwood, K. J., Baradaran Shoraka, M., & Prota, A. (2017). Aftershock collapse fragility curves for non-ductile RC buildings: a scenario-based assessment. Earthquake Engineering and Structural Dynamics , 46 (13). https://doi.org/10.1002/eqe.2894 Gaetani d’Aragona, M., Recupero, A., & Prota, A. (2025). An efficient finite element model for the seismic assessment of typical Italian overpass bridges. Structure and Infrastructure Engineering , 1 – 23. https://doi.org/10.1080/15732479.2025.2527162 Mander, J. B., Priestley, M. J. N., & Park, R. (1988). Theoretical Stress‐Strain Model for Confined Concrete. Journal of Structural Engineering , 114 (8). https://doi.org/10.1061/(asce)0733-9445(1988)114:8(1804) Sezen, H., & Moehle, J. P. (2004). Shear Strength Model for Lightly Reinforced Concrete Columns. Journal of Structural Engineering , 130 (11), 1692 – 1703. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1692) Vidal, T., Castel, A., & François, R. (2004). Analyzing crack width to predict corrosion in reinforced concrete. Cement and Concrete Research , 34 (1), 165 – 174. https://doi.org/10.1016/S0008-8846(03)00246-1 Xu, J.-G., Feng, D.-C., Wu, G., Cotsovos, D. M., & Lu, Y. (2020). Analytical modeling of corroded RC columns considering flexure-shear interaction for seismic performance assessment. Bulletin of Earthquake Engineering , 18 (5), 2165 – 2190. https://doi.org/10.1007/s10518-019-00770-6 Yuan, W., Guo, A., & Li, H. (2017). Seismic failure mode of coastal bridge piers considering the effects of corrosion-induced damage. Soil Dynamics and Earthquake Engineering , 93 , 135 – 146. https://doi.org/10.1016/j.soildyn.2016.12.002 Zeng, C., Zhu, J.-H., Xiong, C., Li, Y., Li, D., & Walraven, J. (2020). Analytical model for the prediction of the tensile behaviour of corroded steel bars. Construction and Building Materials , 258 , 120290. https://doi.org/10.1016/j.conbuildmat.2020.120290 Zhao, J., Lin, Y., Li, X., & Meng, Q. (2021). Experimental study on the cyclic behavior of reinforced concrete bridge piers with non-uniform corrosion. Structures , 33 , 999 – 1006. https://doi.org/10.1016/j.istruc.2021.04.060