A Deep Learning Approach to Detect Failures in Bridges Based on the Coherence of Signals

Francesco Morgan Bono (), Luca Radicioni, Simone Cinquemani, Lorenzo Benedetti, Gabriele Cazzulani, Claudio Somaschini and Marco Belloli
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Francesco Morgan Bono: Mechanical Department, Politecnico di Milano, Via G. La Masa, 1, 20156 Milan, Italy
Luca Radicioni: Mechanical Department, Politecnico di Milano, Via G. La Masa, 1, 20156 Milan, Italy
Simone Cinquemani: Mechanical Department, Politecnico di Milano, Via G. La Masa, 1, 20156 Milan, Italy
Lorenzo Benedetti: Mechanical Department, Politecnico di Milano, Via G. La Masa, 1, 20156 Milan, Italy
Gabriele Cazzulani: Mechanical Department, Politecnico di Milano, Via G. La Masa, 1, 20156 Milan, Italy
Claudio Somaschini: Mechanical Department, Politecnico di Milano, Via G. La Masa, 1, 20156 Milan, Italy
Marco Belloli: Mechanical Department, Politecnico di Milano, Via G. La Masa, 1, 20156 Milan, Italy

Future Internet, 2023, vol. 15, issue 4, 1-16

Abstract: Structural health monitoring of civil infrastructure, such as bridges and buildings, has become a trending topic in the last few years. The key factor is the technological push given by new technologies that permit the acquisition, storage, processing and visualisation of data in real time, thus assessing a structure’s health condition. However, data related to anomaly conditions are difficult to retrieve, and, by the time those conditions are met, in general, it is too late. For this reason, the problem becomes unsupervised, since no labelled data are available, and anomaly detection algorithms are usually adopted in this context. This research proposes a novel algorithm that transforms the intrinsically unsupervised problem into a supervised one for condition monitoring purposes. Considering a bridge equipped with N sensors, which measure static structural quantities (rotations of the piers) and environmental parameters, exploiting the relationships between different physical variables and determining how these relationships change over time can indicate the bridge’s health status. In particular, this algorithm involves the training of N models, each of them able to estimate the quantity measured via a sensor by using the others’ N − 1 measurements. Hence, the system can be represented by the ensemble of the N models. In this way, for each sensor, it is possible to compare the real measurement with the predicted one and evaluate the residual between the two; this difference can be addressed as a symptom of changes in the structure with respect to the condition regarded as nominal. This approach is applied to a real test case, i.e., Candia Bridge in Italy, and it is compared with a state-of-the-art anomaly detector (namely an autoencoder) in order to validate its robustness.

Keywords: structural health monitoring; neural networks; bridge monitoring; iterative models; artificial intelligence (search for similar items in EconPapers)
JEL-codes: O3 (search for similar items in EconPapers)
Date: 2023
References: View references in EconPapers View complete reference list from CitEc
Citations: View citations in EconPapers (1)

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