IDEAS home Printed from https://ideas.repec.org/a/gam/jftint/v15y2023i4p119-d1107147.html
   My bibliography  Save this article

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

Author

Listed:
  • 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)

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.

Suggested Citation

  • Francesco Morgan Bono & Luca Radicioni & Simone Cinquemani & Lorenzo Benedetti & Gabriele Cazzulani & Claudio Somaschini & Marco Belloli, 2023. "A Deep Learning Approach to Detect Failures in Bridges Based on the Coherence of Signals," Future Internet, MDPI, vol. 15(4), pages 1-16, March.
  • Handle: RePEc:gam:jftint:v:15:y:2023:i:4:p:119-:d:1107147
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/1999-5903/15/4/119/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/1999-5903/15/4/119/
    Download Restriction: no
    ---><---

    References listed on IDEAS

    as
    1. Ángel Francisco Galaviz Román & Md Saiful Arif Khan & Golam Kabir & Muntasir Billah & Subhrajit Dutta, 2022. "Evaluation of Interaction between Bridge Infrastructure Resilience Factors against Seismic Hazard," Sustainability, MDPI, vol. 14(16), pages 1-18, August.
    Full references (including those not matched with items on IDEAS)

    Most related items

    These are the items that most often cite the same works as this one and are cited by the same works as this one.
    1. Tomoya Uenaga & Pedram Omidian & Riya Catherine George & Mohsen Mirzajani & Naser Khaji, 2023. "Seismic Resilience Assessment of Curved Reinforced Concrete Bridge Piers through Seismic Fragility Curves Considering Short- and Long-Period Earthquakes," Sustainability, MDPI, vol. 15(10), pages 1-29, May.

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jftint:v:15:y:2023:i:4:p:119-:d:1107147. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    If CitEc recognized a bibliographic reference but did not link an item in RePEc to it, you can help with this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.