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Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model

Bridges are an essential part of the ground transportation system. Health monitoring is fundamentally important for the safety and service life of bridges. A large amount of structural information is obtained from various sensors using sensing technology, and the data processing has become a challen...

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Autores principales: Xin, Jingzhou, Zhou, Jianting, Yang, Simon X., Li, Xiaoqing, Wang, Yu
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2018
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5795401/
https://www.ncbi.nlm.nih.gov/pubmed/29351254
http://dx.doi.org/10.3390/s18010298
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author Xin, Jingzhou
Zhou, Jianting
Yang, Simon X.
Li, Xiaoqing
Wang, Yu
author_facet Xin, Jingzhou
Zhou, Jianting
Yang, Simon X.
Li, Xiaoqing
Wang, Yu
author_sort Xin, Jingzhou
collection PubMed
description Bridges are an essential part of the ground transportation system. Health monitoring is fundamentally important for the safety and service life of bridges. A large amount of structural information is obtained from various sensors using sensing technology, and the data processing has become a challenging issue. To improve the prediction accuracy of bridge structure deformation based on data mining and to accurately evaluate the time-varying characteristics of bridge structure performance evolution, this paper proposes a new method for bridge structure deformation prediction, which integrates the Kalman filter, autoregressive integrated moving average model (ARIMA), and generalized autoregressive conditional heteroskedasticity (GARCH). Firstly, the raw deformation data is directly pre-processed using the Kalman filter to reduce the noise. After that, the linear recursive ARIMA model is established to analyze and predict the structure deformation. Finally, the nonlinear recursive GARCH model is introduced to further improve the accuracy of the prediction. Simulation results based on measured sensor data from the Global Navigation Satellite System (GNSS) deformation monitoring system demonstrated that: (1) the Kalman filter is capable of denoising the bridge deformation monitoring data; (2) the prediction accuracy of the proposed Kalman-ARIMA-GARCH model is satisfactory, where the mean absolute error increases only from 3.402 mm to 5.847 mm with the increment of the prediction step; and (3) in comparision to the Kalman-ARIMA model, the Kalman-ARIMA-GARCH model results in superior prediction accuracy as it includes partial nonlinear characteristics (heteroscedasticity); the mean absolute error of five-step prediction using the proposed model is improved by 10.12%. This paper provides a new way for structural behavior prediction based on data processing, which can lay a foundation for the early warning of bridge health monitoring system based on sensor data using sensing technology.
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spelling pubmed-57954012018-02-13 Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model Xin, Jingzhou Zhou, Jianting Yang, Simon X. Li, Xiaoqing Wang, Yu Sensors (Basel) Article Bridges are an essential part of the ground transportation system. Health monitoring is fundamentally important for the safety and service life of bridges. A large amount of structural information is obtained from various sensors using sensing technology, and the data processing has become a challenging issue. To improve the prediction accuracy of bridge structure deformation based on data mining and to accurately evaluate the time-varying characteristics of bridge structure performance evolution, this paper proposes a new method for bridge structure deformation prediction, which integrates the Kalman filter, autoregressive integrated moving average model (ARIMA), and generalized autoregressive conditional heteroskedasticity (GARCH). Firstly, the raw deformation data is directly pre-processed using the Kalman filter to reduce the noise. After that, the linear recursive ARIMA model is established to analyze and predict the structure deformation. Finally, the nonlinear recursive GARCH model is introduced to further improve the accuracy of the prediction. Simulation results based on measured sensor data from the Global Navigation Satellite System (GNSS) deformation monitoring system demonstrated that: (1) the Kalman filter is capable of denoising the bridge deformation monitoring data; (2) the prediction accuracy of the proposed Kalman-ARIMA-GARCH model is satisfactory, where the mean absolute error increases only from 3.402 mm to 5.847 mm with the increment of the prediction step; and (3) in comparision to the Kalman-ARIMA model, the Kalman-ARIMA-GARCH model results in superior prediction accuracy as it includes partial nonlinear characteristics (heteroscedasticity); the mean absolute error of five-step prediction using the proposed model is improved by 10.12%. This paper provides a new way for structural behavior prediction based on data processing, which can lay a foundation for the early warning of bridge health monitoring system based on sensor data using sensing technology. MDPI 2018-01-19 /pmc/articles/PMC5795401/ /pubmed/29351254 http://dx.doi.org/10.3390/s18010298 Text en © 2018 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Xin, Jingzhou
Zhou, Jianting
Yang, Simon X.
Li, Xiaoqing
Wang, Yu
Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model
title Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model
title_full Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model
title_fullStr Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model
title_full_unstemmed Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model
title_short Bridge Structure Deformation Prediction Based on GNSS Data Using Kalman-ARIMA-GARCH Model
title_sort bridge structure deformation prediction based on gnss data using kalman-arima-garch model
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5795401/
https://www.ncbi.nlm.nih.gov/pubmed/29351254
http://dx.doi.org/10.3390/s18010298
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