4.7 Article

Dynamic real-time reliability prediction of bridge structures based on Copula-BHDLM and measured stress data

期刊

MEASUREMENT
卷 203, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.measurement.2022.112006

关键词

Reliability predict; Bayesian; Hilbert dynamic linear model; Regular -vine Copula; Time -varying correlations

资金

  1. National Natural Science Foundation of China
  2. Fundamental Research Funds for the Central Universities
  3. key research and development project of Anhui province
  4. [51922036]
  5. [JZ2020HGPB0117]
  6. [1804a0802204]

向作者/读者索取更多资源

This study presents a novel dynamic real-time reliability prediction method by considering the time-varying correlation among the data at multiple measurement points. The Bayesian Hilbert dynamic linear model (BHDLM) is developed to predict the stress response, and the dynamic real-time reliability is then predicted by using the Pair-Copula theory. The feasibility of the proposed method is illustrated by predicting the dynamic real-time reliability of a steel-concrete composite girder bridge based on simulated stress data and a real bridge based on monitoring stress data.
This study presents a novel dynamic real-time reliability prediction method by considering the time-varying correlation among the data at multiple measurement points. The Bayesian Hilbert dynamic linear model (BHDLM) is developed to predict the stress response, and the dynamic real-time reliability is then predicted by using the Pair-Copula theory. To illustrate the feasibility of the proposed method, the dynamic real-time reliability of a steel-concrete composite girder bridge based on the simulated stress data due to a single vehicle with various weights and random traffic flow load is predicted. Finally, the dynamic reliability of a real bridge based on the monitoring stress data is predicted. The results show that the proposed BHDLM is effective for predicting coupled stresses, and the dynamic real-time reliability can be predicted. In addition, the predicted dynamic reliability of the real bridge demonstrates that the influence of the data correlation should be considered.

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