4.6 Article

Cable damage identification of cable-stayed bridge using multi-layer perceptron and graph neural network

期刊

STEEL AND COMPOSITE STRUCTURES
卷 44, 期 2, 页码 227-240

出版社

TECHNO-PRESS
DOI: 10.12989/scs.2022.44.2.227

关键词

cable-stayed bridge; cable damage identification; deep learning; graph neural network; multi-layer perceptron; vibration characteristics

资金

  1. National Research Foundation of Korea (NRF) - Korean government (MSIT) [2021R1A2B5B01002577, 2019R1A4A1021702]
  2. National Research Foundation of Korea [2021R1A2B5B01002577] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)

向作者/读者索取更多资源

In this study, a deep learning model using a multi-layer perceptron (MLP) and a graph neural network (GNN) is proposed for the damage identification of cables in a cable-stayed bridge. The model is able to capture complex nonlinear correlations between the vibration characteristics and the cable system damage. The results show that the proposed model achieves high accuracy in classification and satisfactory correlation coefficients in regression.
The cables in a cable-stayed bridge are critical load-carrying parts. The potential damage to cables should be identified early to prevent disasters. In this study, an efficient deep learning model is proposed for the damage identification of cables using both a multi-layer perceptron (MLP) and a graph neural network (GNN). Datasets are first generated using the practical advanced analysis program (PAAP), which is a robust program for modeling and analyzing bridge structures with low computational costs. The model based on the MLP and GNN can capture complex nonlinear correlations between the vibration characteristics in the input data and the cable system damage in the output data. Multiple hidden layers with an activation function are used in the MLP to expand the original input vector of the limited measurement data to obtain a complete output data vector that preserves sufficient information for constructing the graph in the GNN. Using the gated recurrent unit and set2set model, the GNN maps the formed graph feature to the output cable damage through several updating times and provides the damage results to both the classification and regression outputs. The model is fine-tuned with the original input data using Adam optimization for the final objective function. A case study of an actual cable-stayed bridge was considered to evaluate the model performance. The results demonstrate that the proposed model provides high accuracy (over 90%) in classification and satisfactory correlation coefficients (over 0.98) in regression and is a robust approach to obtain effective identification results with a limited quantity of input data.

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