Temperature Effect on Vibration Properties and Vibration-Based Damage Identification of Bridge Structures: A Literature Review
Open accessAbstract
In civil engineering structures, modal changes produced by environmental conditions, especially temperature, can be equivalent to or greater than the ones produced by damage. Therefore, it is necessary to distinguish the variations in structural properties caused by environmental changes from those caused by structural damages. In this paper, we present a review of the technical literature concerning variations in the vibration properties of civil structures under varying temperature conditions and damage identification methods for bridge structures. First, the literature on the effect of temperature on vibration properties is roughly divided into experimental and theoretical studies. According to the classification of theoretical research methods, the progress in research on the probability analysis method, the artificial intelligence method, and the optimization algorithm method in this field is reviewed. Based on the different methods of experimental research employed in this field, the experimental research is reviewed according to qualitative and quantitative analyses. Then, damage identification methods for bridge structures are reviewed, considering data-based and model-based methods. Finally, different research methods are summarized.
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Swarm intelligent algorithms are widely used for structural optimization and compensating for EOCs.
“Swarm intelligent algorithms are widely used for structural optimization and compensating for EOCs.”
From Effects of Environmental and Operational Conditions on Structural Health Monitoring and Non-Destructive Testing: A Systematic Review (2023) · cites this paper as [237]
The Optimization Tools section surveys numerous swarm-based methods for structural damage identification, including particle swarm and cuckoo search, and describes applications that account for ambient temperature. The cited review supports their use in this setting, but its passages address temperature effects rather than compensation for environmental and operational conditions (EOCs) generally. (LLM, conf=0.82)
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Self-citation
- Authors
- Luo, J., Huang, M., & Lei, Y.
- Affiliations
- Wuhan Institute of Technology (CN)
- Corresponding author
- Huang, Minshui
- Venue
- Buildings
- Publisher
- MDPI AG
- Published
- 2022-08-11
- Volume
- 12
- Issue
- 8
- Pages
- 1209
- ISSN
- 2075-5309 (ISSN-L)
- OpenAlex
- W4291015969
- Cited by
- 90
- References
- 138
- Citations by year
- 2026: 16 · 2025: 24 · 2024: 36 · 2023: 12 · 2022: 2
- FWCI
- 8.32
- Type
- journal article
- Language
- en
- Open access
- gold
- doi.org
- Licence
- Locations
- Buildings (publishedVersion, cc-by)
- DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
- Funders
- Graduate Innovative Fund of Wuhan Institute of Technology (CX2021112)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Infrastructure Maintenance and Monitoring
- Keywords
- temperature effects, vibration characteristics, vibration-based damage detection, bridge structures, probabilistic analysis, artificial intelligence, optimization algorithms
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