A Two-Stage Method for Damage Identification in Concrete Gravity Dams by Using a Modal Curvature-Based Index and Pathfinder Algorithm
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-023-08553-7.pdf
Reference68 articles.
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2. Aval, S.B.B.; Mohebian, P.: A novel optimization algorithm based on modal force information for structural damage identification. Int. J. Struct. Stab. Dyn. 21(07), 2150100 (2021). https://doi.org/10.1142/S0219455421501005
3. Doebling, S.W.; Farrar, C.R.; Prime, M.B.: A summary review of vibration-based damage identification methods. Shock Vib. Digest. 30(2), 91–105 (1998). https://doi.org/10.1177/058310249803000201
4. Carden, E.P.; Fanning, P.: Vibration based condition monitoring: a review. Struct. Health Monit. 3(4), 355–377 (2004). https://doi.org/10.1177/1475921704047500
5. Fan, W.; Qiao, P.: Vibration-based damage identification methods: a review and comparative study. Struct. Health Monit. 10(1), 83–111 (2011). https://doi.org/10.1177/1475921710365419
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