2019
DOI: 10.3390/s19071633
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A Novelty Detection Approach for Tendons of Prestressed Concrete Bridges Based on a Convolutional Autoencoder and Acceleration Data

Abstract: The most important structural element of prestressed concrete (PSC) bridges is the prestressed tendon, and in order to ensure safety of such bridges, it is very important to determine whether the tendon is damaged. However, it is not easy to detect tendon damage in real time. This study proposes a novelty detection approach for damage to the tendons of PSC bridges based on a convolutional autoencoder (CAE). The proposed method employs simulation data from nine accelerometers. The accuracies of CAEs for multi-v… Show more

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Cited by 23 publications
(20 citation statements)
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References 34 publications
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“…Tables 4 and 5 display examples of confusion matrices for the DNN and CNN models when the accuracy is 68%, which is similar to the average accuracy of both models. In particular, the false negative rate (FNR) is more important than the false positive rate (FPR) from the perspective of practical and usable damage prediction models [56]. Therefore, the FNRs and FPRs of both the DNN and CNN models were compared using confusion matrices.…”
Section: Resultsmentioning
confidence: 99%
“…Tables 4 and 5 display examples of confusion matrices for the DNN and CNN models when the accuracy is 68%, which is similar to the average accuracy of both models. In particular, the false negative rate (FNR) is more important than the false positive rate (FPR) from the perspective of practical and usable damage prediction models [56]. Therefore, the FNRs and FPRs of both the DNN and CNN models were compared using confusion matrices.…”
Section: Resultsmentioning
confidence: 99%
“…However, recently developed recursive canonical correlation analysis algorithm do not require a reference for accurate assessment [17]. Another approach to ND also relies on a distance metric, but this time the distance is not measured from reference points stored in memory but from a sample's reconstructed version [5,[18][19][20][21]. In the last quoted approach, the boundary is defined by a trained model.…”
Section: Novelty Detection In Condition Monitoringmentioning
confidence: 99%
“…The BSSM of tall structures for the most part utilizes vibration information [3]. The danger represents the progressions of auxiliary parameters, for example, the firmness and damping coefficients [4].…”
Section: Introductionmentioning
confidence: 99%