Technical Papers
Sep 19, 2023

Evaluation of Performance of Bridge Weigh-in-Motion Methods Considering Spatial Variability of Bridge Properties

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 9, Issue 4

Abstract

Recently, bridge weigh-in-motion (B-WIM) technology has played an essential part in bridge management and maintenance. To systematically investigate the performance of B-WIM methods considering the spatial variation of material characteristics, a great number of parametric analyses were conducted. First, the random fields are represented through the stochastic harmonic function (SHF) representation method to consider the spatial variability of the mass density and elastic modulus. Then, various scenarios, including sample size, vehicle types, correlation length (CL), and coefficient of variation (COV), are designed in parametric analyses. Finally, on the basis of a vehicle-bridge coupling (VBC) system, numerical simulations are conducted to explore the performance of typical B-WIM methods such as the Moses algorithm and strain area method. The results showed that the performances of two typical B-WIM methods are affected by the spatial variability of material properties, but the maximal discrepancy of recognition accuracy does not exceed 5%, which is acceptable in actual engineering.

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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

The authors would like to acknowledge financial support from the National Key R&D Program of China (2021YFB1600300), National Natural Science Foundation of China (No. 52008027), and Shaanxi Association for Science and Technology Youth Talent Funding Program (20220407).

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 9Issue 4December 2023

History

Received: May 1, 2023
Accepted: Jul 18, 2023
Published online: Sep 19, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 19, 2024

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Shi-Zhi Chen, M.ASCE [email protected]
Associate Professor, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0002-0807-9572. Email: [email protected]
Shu-Ying Zhang [email protected]
Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
De-Cheng Feng, M.ASCE [email protected]
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. Email: [email protected]

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