PSI - Issue 64

Fernando Nunes et al. / Procedia Structural Integrity 64 (2024) 1081–1088 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

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The findings confirm the potential of innovative maintenance practices in preserving historic heritages, emphasizing the importance of ongoing research to optimize structural integrity and maintenance solution efficiency. This study contributes to advancing knowledge in structural engineering, promoting safer, cost-effective, and culturally respectful maintenance methods. The findings confirm the potential of innovative maintenance practices in preserving historic heritages, emphasizing the importance of ongoing research to optimize structural integrity and maintenance solution efficiency. This study contributes to advancing knowledge in structural engineering by promoting safer, cost-effective, and culturally respectful maintenance methods. 12. Acknowledgments This work has been supported by the Spanish Ministry of Science and Innovation through the project grant TED2021-130497A-I00. 13. References Cabaleiro, M., Comesaña, R., González-Gaya, C., & Caamaño, C. (2021). Analytical model for the fatigue analysis of steel joints by clamps according to the lever length. Materials , 14 (24). https://doi.org/10.3390/ma14247726 Cabaleiro, M., Conde, B., González-Gaya, C., & Barros, B. (2023). A novel fully removable walkway system with non-invasive anchors for structural health inspection and maintenance of historic steel structures. Structures , 53 . https://doi.org/10.1016/j.istruc.2023.05.019 Cabaleiro, M., Riveiro, B., Conde, B., & Caamaño, J. C. (2017). Analytical T-stub model for the analysis of clamps in structural metal joints. Journal of Constructional Steel Research , 130 . https://doi.org/10.1016/j.jcsr.2016.12.011 CEN. (2018). EN 1090-2: Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures. In Tselliuloza, Bumaga, Karton/Pulp, Paper, Board (Issue 5). Di Sarno, L., Majidian, A., & Karagiannakis, G. (2021). The effect of atmospheric corrosion on steel structures: A state-of-the-art and case-study. In Buildings (Vol. 11, Issue 12). https://doi.org/10.3390/buildings11120571 European Committee for Standardization. (2002). Eurocode 0: Basis of structural design - EN 1990:2002 +A1:2005. In European Committee for Standardization . Gocál, J., & Odrobiňák, J. (2020). On the influence of corrosion on the load -carrying capacity of old riveted bridges. Materials , 13 (3). https://doi.org/10.3390/ma13030717 Holst, J. M. F. G., Rotter, J. M., Calladine, C. R., Eoin Dunphy, NORM, E. S. N. E. Euro., DNV, Carvalho, E. C., Sc, C. T. C., Park, O., Haftka, R. T., Sankar, B. V, & Starnes, J. H. (2011a). Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings EN 1993-1-1. Journal of Constructional Steel Research , 54 (2). Holst, J. M. F. G., Rotter, J. M., Calladine, C. R., Eoin Dunphy, NORM, E. S. N. E. Euro., DNV, Carvalho, E. C., Sc, C. T. C., Park, O., Haftka, R. T., Sankar, B. V, & Starnes, J. H. (2011b). Eurocode 3: Design of steel structures - Part 1-8: Design of joints EN 1993-1-8. Journal of Constructional Steel Research , 54 (2). Li, H., Shen, L., & Deng, S. (2022). A Generalized Framework for the Alternate Load Path Redundancy Analysis of Steel Truss Bridges Subjected to Sudden Member Loss Scenarios. Buildings , 12 (10). https://doi.org/10.3390/buildings12101597 Pongiglione, M., Calderini, C., D’Aniello, M., & Landolfo, R. (2021). Novel reversible seismic -resistant joint for sustainable and deconstructable steel structures. Journal of Building Engineering , 35 . https://doi.org/10.1016/j.jobe.2020.101989 Zhao, Z., Gao, T., Liu, J., Dai, B., & Gao, H. (2023). Local bearing capacity of steel beam webs with random pit corrosion. Structures , 48 . https://doi.org/10.1016/j.istruc.2023.01.044