Damage Identification of Bridge Under Vehicle Induced Vibration Using Empirical Mode Decomposition
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-1608-5_32
Reference11 articles.
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2. Chang, K.C., Kim, C.W.: Modal-parameter identification and vibration-based damage detection of a damaged steel truss bridge. Eng. Struct. 122, 156–173 (2016). https://doi.org/10.1016/j.engstruct.2016.04.057
3. Chen, B., Zhao, S. L., Li, P.Y.: Application of hilbert-huang transform in structural health monitoring: a state-of-the-art review. Math. Probl. Eng. 2014. https://doi.org/10.1155/2014/317954
4. Humar, J., Bagchi, A., Xu, H.: Performance of vibration-based techniques for the identification of structural damage. Struct. Health Monit. 5(3), 215–241 (2006). https://doi.org/10.1177/1475921706067738
5. Kim, C.W., Chang, K.C., Kitauchi, S., McGetrick, P.: “A field experiment on a steel Gerber-truss bridge for damage detection utilizing vehicle-induced vibrations.” Struct. Health Monit. Int. J. 15(2), 174–192 (2016). https://doi.org/10.1177/1475921715627506
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