Technical Papers
Jan 11, 2022

Model Updating Using Bridge Influence Lines Based on an Adaptive Metamodel Global Optimization Method

Publication: Journal of Bridge Engineering
Volume 27, Issue 3

Abstract

Model updating seeks to update a finite-element model to reduce discrepancies between predicted and measured data. Metamodel-based model updating using bridge influence lines is a very promising method. However, the accuracy of traditional metamodel methods is not high due to the traditional metamodels being fitted in the entire parameter space using limited sample data. To address this problem, a model updating procedure based on the adaptive metamodel global optimization method is proposed. First, a systematic model updating theory using influence lines is developed, including three different objective functions and a selection of model updating parameters. Then, the adaptive metamodel-based global optimization method is proposed. The adaptive metamodel is iteratively fitted using the automatically added sample data by the mode-pursuing sampling method in the process of optimization. To improve the efficiency of finding the global optimal solution, a two-stage optimization strategy is presented. Finally, the proposed procedure is applied to numerical and practical examples of a long-span suspension bridge. In the numerical example, the global optimal solution is found successfully compared with the traditional metamodels. Excellent agreements are observed between the updated influence lines and measured influence lines in both numerical and practical examples. Based on the proposed theory, the accuracy and efficiency of model updating can well meet engineering requirements.

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Acknowledgments

This research work was jointly supported by the National Natural Science Foundation of China (Grant Nos. 52050050, 51978128, and 52078102).

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 27Issue 3March 2022

History

Received: Apr 17, 2021
Accepted: Nov 24, 2021
Published online: Jan 11, 2022
Published in print: Mar 1, 2022
Discussion open until: Jun 11, 2022

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Authors

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Shi-Wei Lin, S.M.ASCE [email protected]
Ph.D. Student, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China; School of Civil Engineering, Putian Univ., Putian 351100, China. Email: [email protected]
Yan-Liang Du [email protected]
Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518061, 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]
Dong-Hui Yang [email protected]
Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China. Email: [email protected]

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Cited by

  • Dynamic Calibrating of Multiscale Bridge Model Using Long-Term Stochastic Vehicle-Induced Responses, Journal of Bridge Engineering, 10.1061/JBENF2.BEENG-6783, 29, 9, (2024).
  • Joint Identification of Cable Force and Bending Stiffness Using Vehicle-Induced Cable–Beam Vibration Responses, Journal of Bridge Engineering, 10.1061/JBENF2.BEENG-6555, 29, 2, (2024).
  • A Multiscale Modeling and Updating Framework for Suspension Bridges Based on Modal Frequencies and Influence Lines, Journal of Bridge Engineering, 10.1061/JBENF2.BEENG-6148, 28, 7, (2023).
  • Inverse Unit Load Method for Full-Field Reconstruction of Bending Stiffness in Girder Bridges, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 10.1061/AJRUA6.RUENG-998, 9, 2, (2023).
  • Bridge vehicle-induced effect influence line characteristic function based on monitoring big data: definition and identification, Structural Health Monitoring, 10.1177/14759217221139133, (147592172211391), (2022).
  • Influence lines-based model updating of suspension bridges considering boundary conditions, Advances in Structural Engineering, 10.1177/13694332221126374, 26, 2, (316-328), (2022).
  • Finite element model of a cable-stayed bridge updated with vibration measurements and its application to investigate the variation of modal frequencies in monitoring, Structure and Infrastructure Engineering, 10.1080/15732479.2022.2132517, (1-11), (2022).

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