PSI - Issue 62

Andrea Meoni et al. / Procedia Structural Integrity 62 (2024) 73–80 Meoni et al/ Structural Integrity Procedia 00 (2019) 000 – 000

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evaluation of existING post- tensioned concrete deck bridges” (Protocol No. P20223Y947). This study was also supported by FABRE – “Research consortium for the evaluation and monitoring of bridges, viaducts and other structures” (www.consorziofabre.it/en) through the project “ SAFOTEB - a reviewed safety format for structural reliability assessment of post- tensioned concrete bridges”. The first Author also acknowledges the European Union - NextGenerationEU and the University of Perugia for supporting the work through the project Vitality framed within the National Innovation Ecosystem Grant ECS00000041. Any opinion expressed in the paper does not necessarily reflect the view of the funders.

Fig. 9. Module for Operational Modal Analysis: (a) plot of the singular values with the selection of the first three modes of vibration (each of which is marked with an indicator and the letter "M" plus a sequential number); (b) modal features characterizing mode no. 1; (c) modal features characterizing mode no. 2; (d) modal features characterizing mode no. 3. References Brincker, R., Andersen, P., Cantieni, R., 2001. Identification and level I damage detection of the Z24 highway bridge. Experimental techniques, 25, 51-57. Ciccone, A., Suglia, P., Asprone, D., Salzano, A., Nicolella, M, 2022. Defining a Digital Strategy in a BIM Environment to Manage Existing Reinforced Concrete Bridges in the Context of Italian Regulation. Sustainability, 14(18), 11767. Consiglio Superiore dei Lavori Pubblici, 2020. Linee guida per la classificazione e gestione del rischio, la valutazione della sicurezza ed il monitoraggio dei ponti esistenti. Ministero delle infrastrutture e della mobilità sostenibile (MIMS). Retrieved from https://www.mit.gov.it/ normativa/decreto-ministeriale-numero-578-del-17122020. Delgado, J. M. D., Butler, L. J., Brilakis, I., Elshafie, M. Z., Middleton, C. R., 2018. Structural performance monitoring using a dynamic data driven BIM environment. Journal of Computing in Civil Engineering, Volume 32, Issue 3. Deng, L., Lai, S., Ma, J., Lei, L., Zhong, M., Liao, L., Zhou, Z., 2022. Visualization and monitoring information management of bridge structure health and safety early warning based on BIM. Journal of Asian Architecture and Building Engineering, 21(2), 427-438. Iran-Nejad, E., 2020. pyRevit: Rapid Application Development (RAD) Environment for Autodesk Revit, last accessed on 20/11/2022. Retrieved from https://github.com/eirannejad/pyRevit. Li, X., Xiao, Y., Guo, H., Zhang, J., 2022. A BIM based approach for structural health monitoring of bridges. KSCE Journal of Civil Engineering, 26(1), 155-165. Meoni, A., García-Macías, E., Venanzi, I., Ubertini, F., 2023. A procedure for bridge visual inspections prioritisation in the context of preliminary risk assessment with limited information. Structure and Infrastructure Engineering, 1-27. Meoni, A., Vittori, F., Piselli, C., D'Alessandro, A., Pisello, A. L., Ubertini, F., 2022. Integration of structural performance and human-centric comfort monitoring in historical building information modeling. Automation in Construction, 138, 104220. Santarsiero, G., Masi, A., Picciano, V., Digrisolo, A., 2021. The Italian guidelines on risk classification and management of bridges: Applications and remarks on large scale risk assessments. Infrastructures, 6(8), 111. Seidler, D.R., 2021. Revit Architecture 2022 for Designers. Bloomsbury Publishing USA.