Adequacy of first mode shape differences for damage identification of cantilever structures using neural networks
Author:
Funder
Universiti Teknologi Malaysia
Publisher
Springer Science and Business Media LLC
Subject
Artificial Intelligence,Software
Link
http://link.springer.com/article/10.1007/s00521-017-2846-6/fulltext.html
Reference23 articles.
1. Vafaei M, Adnan AB, Rahman AB Abd (2014) A neuro-wavelet technique for seismic damage identification of cantilever structures. Struct Infrastruct Eng 10(12):1666–1684
2. Fan W, Qiao P (2011) Vibration-based damage identification methods: a review and comparative study. Struct Health Monit 10(1):83–111
3. Vafaei M, Adnan AB (2014) Seismic damage detection of tall airport traffic control towers using wavelet analysis. Struct Infrastruct Eng 10(1):106–127
4. Zhan JW, Xia H, Chen SY, De Roeck G (2011) Structural damage identification for railway bridges based on train-induced bridge responses and sensitivity analysis. J Sound Vib 330(4):757–770
5. Arangio S, Bontempi F (2015) Structural health monitoring of a cable-stayed bridge with Bayesian neural networks. Struct Infrastruct Eng 11(4):575–587
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