Technical Papers
Mar 25, 2022

Sparse Bayesian Identification of Temperature-Displacement Model for Performance Assessment and Early Warning of Bridge Bearings

Publication: Journal of Structural Engineering
Volume 148, Issue 6

Abstract

Bearings usually play numerous important functionalities such as deformation regulation, load transfer, and seismic isolation in bridges. A better mastery of their service performance is increasingly desired for bridge owners. In the present study, a novel sparse Bayesian temperature-displacement relationship (TDR) model is proposed to characterize and predict the bearing displacement responses induced by temperature actions in a probabilistic manner, based on the use of long-term structural health monitoring (SHM) data. Compared with the traditional deterministic TDR model, the newly proposed model can deal with two critical problems: (1) most of temperature difference terms barely have effects on bearing displacement responses, leading to the sparsity of model parameters; and (2) uncertainties will inevitably arise from factors such as measurement noise and inherent randomness, resulting in the uncertainty of model parameters. Therefore, it enables to account for the uncertainty associated with the predictions of temperature-induced bearing displacement responses. By combining the probabilistic prediction results with the reliability and anomaly analysis principles, a reliability index is adopted to assess the service performance of bearings subjected to extreme temperature actions. In addition, an anomaly index is defined to determine whether there are performance degradations and then trigger early warnings for the degraded bearings. The long-term SHM data from an in-service long-span railway bridge is employed for effectiveness verifications. The results show that the sparse Bayesian TDR model can achieve effective probabilistic predictions for temperature-induced bearing displacement responses and the reliability and anomaly indices are favorable for bearing performance assessment and early warning.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research work was jointly supported by the National Natural Science Foundation of China (Grant Nos. 51908184 and 51978128) and the Natural Science Foundation of Hebei Province, China (Grant No. E2021202182).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 6June 2022

History

Received: Oct 12, 2021
Accepted: Feb 1, 2022
Published online: Mar 25, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 25, 2022

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Hai-Bin Huang, Ph.D. [email protected]
Assistant Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China. Email: [email protected]
Ting-Hua Yi, M.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author). Email: [email protected]
Hong-Nan Li, F.ASCE [email protected]
Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]
Hua Liu, Ph.D. [email protected]
Chief Engineer, China Railway Bridge and Tunnel Technologies Co., Ltd., 8 Panneng Rd., Jiangbei New District, Nanjing 210061, China. Email: [email protected]

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