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References

1 
Brady S. P., O’Brien E. J., Žnidarič A. (2006). "The effect of vehicle velocity on the dynamic amplification of a vehicle crossing a simply supported bridge", Journal of Bridge Engineering, Vol. 11, No. 2, pp. 241-249Google Search
2 
Chan T. H. T., O’Connor C. (1990). "Wheel loads from highway bridge strains: Field studies", Journal of Structural Engineering, Vol. 116, No. 7, pp. 1751-1771DOI
3 
Doebling S. W., Farrar C. R., Prime M. B. (1998). "A summary review of vibration-based damage identification methods", Shock and Vibration Digest, Vol. 30, No. 2, pp. 91-105DOI
4 
Feng D., Feng M. Q. (2016). "Vision-based multipoint displacement measurement for structural health monitoring", Structural Control and Health Monitoring, Vol. 23, No. 5, pp. 876-890DOI
5 
Ghahari F., Malekghaini N., Ebrahimian H., Taciroglu E. (2022). "Bridge digital twinning using an output-only Bayesian model updating method and recorded seismic measurements", Sensors, Vol. 22, No. 3DOI
6 
He Y., Li Z., Yang J. P. (2024). "Compressive sensing-based construction of high-resolution mode shapes for updating bridge boundary constraints", Journal of Civil Structural Health Monitoring, Vol. 14, pp. 1403-1422DOI
7 
Jang S., Mohammadi R. (2018). "Significance of fatigue damage from overload trucks on bridge load rating", MATEC Web of Conferences, Vol. 165DOI
8 
Jasiński M., Łaziński P., Piotrowski D. (2023). "The concept of creating digital twins of bridges using load tests", Sensors, Vol. 23, No. 17DOI
9 
Casas J. R., Gómez J. D. (2013). "Load rating of highway bridges by proof-loading", KSCE Journal of Civil Engineering, Vol. 17, No. 3, pp. 556-567DOI
10 
Law S. S., Fang Y. L. (2001). "Moving force identification: Optimal state estimation approach", Journal of Sound and Vibration, Vol. 239, No. 2, pp. 233-254DOI
11 
Lee J., Mohan S., Fard B. (2013), A study of U.S. bridge failures (1980-2012)Google Search
12 
Moore M., Phares B., Graybeal B., Rolander D., Washer G. (2001), Reliability of visual inspection for highway bridgesGoogle Search
13 
Moses F. (1979). "Weigh-in-motion system using instrumented bridges", Transportation Engineering Journal of ASCE, Vol. 105, No. TE3, pp. 233-249DOI
14 
National Transportation Safety Board (NTSB) (2014), Collapse of the Interstate 5 Skagit River Bridge following a strike by an oversize combination vehicle, Mount Vernon, Washington, May 23, 2013Google Search
15 
O’Brien E. J., González A., Dowling J., Žnidarič A. (2013). "Direct measurement of dynamics in road bridges using a Bridge Weigh-In-Motion system", The Baltic Journal of Road and Bridge Engineering, Vol. 8, No. 4, pp. 263-270DOI
16 
Ri S., Ye J., Toyama N., Ogura N. (2024). "Drone-based displacement measurement of infrastructures utilizing phase information", Nature Communications, Vol. 15DOI
17 
Tang L., Liu X. B., Liu Y. J., Yu K., Shen N. (2024). "A bridge dynamic response analysis and load recognition method using traffic imaging", Scientific Reports, Vol. 14DOI
18 
Yang Y.-B., Lin C.-W. (2005). "Vehicle-bridge interaction dynamics and potential applications", Journal of Sound and Vibration, Vol. 284, No. 1-2, pp. 205-226DOI
19 
Yu L., Chan T. H. T. (2003). "Moving force identification based on the frequency-time domain method", Journal of Sound and Vibration, Vol. 261, pp. 329-349DOI
20 
Yu L., Chan T. H. T. (2007). "Recent research on identification of moving loads on bridges", Journal of Sound and Vibration, Vol. 305, No. 1-2, pp. 3-21DOI
21 
Zhang X., Zeinali Y., Story B. A., Rajan D. (2019). "Measurement of three-dimensional structural displacement using a hybrid inertial vision-based system", Sensors, Vol. 19, No. 19DOI
22 
Zhu X. Q., Law S. S. (2006). "Moving load identification on multi-span continuous bridges with elastic bearings", Mechanical Systems and Signal Processing, Vol. 20, No. 7, pp. 1759-1782DOI
23 
Žnidarič A., Kalin J. (2020). "Using bridge weigh-in-motion systems to monitor single-span bridge influence lines", Journal of Civil Structural Health Monitoring, Vol. 10, pp. 743-756DOI