Technical Papers
Oct 22, 2020

Probabilistic Framework with Bayesian Optimization for Predicting Typhoon-Induced Dynamic Responses of a Long-Span Bridge

Publication: Journal of Structural Engineering
Volume 147, Issue 1

Abstract

The long-span bridge, characterized by slenderness and flexibility, is particularly sensitive to wind action. Extreme wind events, including typhoons and hurricanes, will threaten the safety and serviceability of long-span bridges. More specifically, long-span bridges usually experience significant vibrations under typhoon events, increasing the risk of serviceability failure and traffic accidents. An efficient way to mitigate the risk of such threats is to predict the typhoon-induced response (TIR). Traditionally, TIR prediction of long-span bridges is usually carried out based on finite-element (FE) simulations. Due to the assumptions in formulating the FE model and establishing the wind load (e.g., boundary conditions, simplified structural elements, stationary aerodynamic wind forces), prediction accuracy is inevitably undermined. In this work, as opposed to traditional FE-based analysis, TIR is predicted in real time from a data-driven perspective. Quantile random forest (QRF) with Bayesian optimization is presented as the data-driven method for probabilistic prediction. A long-span cable-stayed bridge with a main span of 1,088  m is used as a test bed to illustrate the effectiveness of the present method. Other optimization algorithms used with QRF (grid search and random search) and response surface methodology (RSM) are also implemented for comparison purposes. Results indicate that QRF with Bayesian optimization can provide reliable probabilistic estimations allowing for quantification of uncertainty in prediction. It shows superior performance compared with other optimization algorithms and models in terms of accuracy and computational expense. The analysis and predictive framework for TIR are expected to provide insight into data-driven structural wind engineering.

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Data Availability Statement

Data analyzed during the study were provided by a third party. Requests for data should be directed to the provider indicated in the Acknowledgements.

Acknowledgments

The authors gratefully acknowledge support from the National Natural Science Foundation of China (Grant Nos. 51722804 and 51978155), the National Ten Thousand Talent Program for Young Top-Notch Talents (Grant No. W03070080), the Jiangsu Provincial Key Research and Development Program (Grant No. BE2018120), and the Jiangsu Health Monitoring Data Center for Long-Span Bridges. The first author would also like to acknowledge the support of the China Scholarship Council (201906090073) and the Scientific Research Foundation of the Graduate School of Southeast University (YBPY 2017).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 1January 2021

History

Received: Mar 26, 2020
Accepted: Aug 19, 2020
Published online: Oct 22, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 22, 2021

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Yi-Ming Zhang, S.M.ASCE [email protected]
Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China; Ph.D. Candidate, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia. Email: [email protected]
Hao Wang, M.ASCE [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). Email: [email protected]
Jian-Xiao Mao [email protected]
Associate Research Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Yu-Feng Zhang [email protected]
Professorate Senior Engineer, State Key Laboratory on Safety and Health of In-Service Long-Span Bridges, Jiangsu Transportation Research Institute Co., Ltd., Nanjing 211112, China. Email: [email protected]

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