PSI - Issue 84
Gianluca Bruno et al. / Procedia Structural Integrity 84 (2026) 240–247
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5. Conclusions This paper presents a novel framework for the model updating of complex structural systems, characterized by a large number of uncertain parameters, by integrating Reduced-Order Models with Deep Reinforcement Learning. The proposed approach aims to define an intelligent agent that dynamically interacts with a numerical environment to autonomously identify the optimal values of uncertain parameters. The methodology, fully described in the text, was applied to a reinforced concrete bridge, for which the model updating was performed according to the results of a monitoring campaign. As observed, the estimates obtained by the method confirm the stability and reliability of the approach, offering two main advantages: (a) high accuracy, as the agent achieves near-optimal solutions with negligible errors in the estimated parameters; (b) high computational efficiency, since the ROM enables a drastic reduction in processing time if compared with equivalent full order model-based analyses. In addition, the framework demonstrates robustness to small perturbations in the target variables, maintaining convergence for moderate deviations from reference data. Beyond accuracy and efficiency, the proposed algorithm provides several additional benefits, e.g., the performance model updating in a fully automated manner, by avoiding the need for manual parameter tuning or discrete search strategies. 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