Author:
Russo Paolo,Schaerf Marco
Abstract
AbstractThe monitoring of the structural health of infrastructures is a very important topic in structural engineering, but unfortunately, there are few established techniques that are applicable in a wide range of situations. In this paper, we present a new method that adapts image analysis tools and methodologies, taken from the field of computer vision, and applies them to the monitoring signals of a railway bridge. We show that our method correctly identifies changes in the structural health of the bridge with very high precision, thus providing a better, simpler, and more general alternative to current methodologies used in the field.
Publisher
Springer Science and Business Media LLC
Reference18 articles.
1. Rytter, A. Vibrational Based Inspection of Civil Engineering Structures. Ph.D. thesis (Dept. of Building Technology and Structural Engineering, Aalborg University, 1993). Ph.D.-Thesis defended publicly at the University of Aalborg, April 20, 1993 PDF for print.
2. Cantero, D., Ülker Kaustell, M. & Karoumi, R. Time-frequency analysis of railway bridge response in forced vibration. Mech. Syst. Signal Process. 76–77, 518–530. https://doi.org/10.1016/j.ymssp.2016.01.016 (2016).
3. Maes, K. & Lombaert, G. Monitoring data for railway bridge KW51 in Leuven, Belgium, before, during, and after retrofitting. Tech. Rep. Version 1.0, Zenodo (2020). https://doi.org/10.5281/zenodo.3745914.
4. Maes, K. & Lombaert, G. Monitoring railway bridge KW51 before, during, and after retrofitting. J. Bridge Eng. 26. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001668 (2021).
5. Maes, K., Van Meerbeeck, L., Reynders, E. & Lombaert, G. Validation of vibration-based structural health monitoring on retrofitted railway bridge KW51. Mech. Syst. Signal Process. 165. https://doi.org/10.1016/j.ymssp.2021.108380 (2022).
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献