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Published on: November 1, 2018
Correlation Analysis of Large-Span Cable-Stayed Bridge Structural Frequencies with Environmental Factors Based on
Jingye Xu1, Tugang Xiao1, Yu Liu1
1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China.
Bridge structural frequencies are primarily affected by temperature, not humidity. This study used advanced methods to analyze bridge data, providing insights for structural health assessments.
Area of Science:
- Structural Engineering
- Environmental Monitoring
- Civil Engineering
Background:
- Bridge dynamic characteristics are sensitive to environmental factors.
- Understanding temperature and humidity impacts is crucial for structural health assessment.
Purpose of the Study:
- To investigate the influence of environmental temperature and humidity on the modal frequencies of the Jintang Hantan Twin-Island Bridge.
- To establish a reliable method for assessing bridge structural health under varying environmental conditions.
Main Methods:
- Covariance-Driven Stochastic Subspace Identification (SSI-COV) to identify modal frequencies.
- Correlation analysis to examine frequency relationships with temperature and humidity.
- Support Vector Machine Regression (SVR) to model temperature effects on frequencies.
Main Results:
- Temperature was identified as the primary factor influencing frequency variations, showing a strong linear correlation.
- Humidity exhibited minimal correlation with frequency changes.
- The SVR model effectively predicted frequency based on temperature, with reliable fitting residuals.
Conclusions:
- Temperature significantly impacts bridge modal frequencies, while humidity has a negligible effect.
- The developed SVR model accurately captures and predicts temperature-induced frequency shifts.
- Post-analysis smoothing of frequency data, after accounting for temperature effects, revealed significantly reduced daily fluctuations, enhancing structural health assessment accuracy.
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