Towards high-precision data modeling of SHM measurements using an improved sparse Bayesian learning scheme with strong generalization ability

Author:

Wang Qi-Ang1ORCID,Dai Yang1,Ma Zhan-Guo1,Wang Jun-Fang2ORCID,Lin Jian-Fu3ORCID,Ni Yi-Qing4ORCID,Ren Wei-Xin2,Jiang Jian5,Yang Xuan5,Yan Jia-Ru5

Affiliation:

1. State Key Laboratory for Geomechanics and Deep Underground Engineering & School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, China

2. MOE Key Laboratory for Resilient Infrastructures of Coastal Cities, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, China

3. Center of Safety Monitoring of Engineering Structures, Shenzhen Academy of Disaster Prevention and Reduction, China Earthquake Administration, Shenzhen, China

4. National Rail Transit Electrification and Automation Engineering Technology Research Center (Hong Kong Branch) and Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong

5. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, China

Abstract

Central to structural health monitoring (SHM) is data modeling, manipulation, and interpretation on the basis of a sophisticated SHM system. Despite continuous evolution of SHM technology, the precise modeling and forecasting of SHM measurements under various uncertainties to extract structural condition-relevant knowledge remains a challenge. Aiming to resolve this problem, a novel application of a fully probabilistic and high-precision data modeling method was proposed in the context of an improved Sparse Bayesian Learning (iSBL) scheme. The proposed iSBL data modeling framework features the following merits. It can remove the need to specify the number of terms in the data-fitting function, and automatize sparsity of the Bayesian model based on the features of SHM monitoring data, which will enhance the generalization ability and then improve the data prediction accuracy. Embedded in a Bayesian framework which exhibits built-in protection against over-fitting problems, the proposed iSBL scheme has high robustness to data noise, especially for data forecasting. The model is verified to be effective on SHM vibration field monitoring data collected from a real-world large-scale cable-stayed bridge. The recorded acceleration data with two different vibration patterns, that is, stationary ambient vibration data and non-stationary decay vibration data, are investigated, returning accurate probabilistic predictions in both the time and frequency domains.

Funder

China Postdoctoral Science Foundation

Shenzhen Key Laboratory of Structure Safety and Health Monitoring of Marine Infrastructures

the National Key R&D Program of China

National Natural Science Foundation of China

Shenzhen Science and Technology Program

Publisher

SAGE Publications

Subject

Mechanical Engineering,Biophysics

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