Damage Localization of Reinforced Concrete Beams Using Extracted Modal Parameters
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-61539-9_20
Reference19 articles.
1. Baghiee N, Esfahani MR, Moslem K (2009) Studies on damage and FRP strengthening of reinforced concrete beams by vibration monitoring. Eng Struct 31(4):875–893. https://doi.org/10.1016/j.engstruct.2008.12.009
2. Dessi D, Camerlengo G (2015) Damage identification techniques via modal curvature analysis: overview and comparison. Mech Syst Signal Process 52–53(1):181–205. https://doi.org/10.1016/j.ymssp.2014.05.031
3. Ciambella J, Vestroni F (2015) The use of modal curvatures for damage localizationin beam-type structures. J Sound Vib 340:126–137. https://doi.org/10.1016/j.jsv.2014.11.037
4. Roy K, Ray-Chaudhuri S (2013) Fundamental mode shape and its derivatives in structural damage localization. J Sound Vib 332(21):5584–5593. https://doi.org/10.1016/j.jsv.2013.05.003
5. Samir K, Brahim B, Capozucca R, Abdel Wahab M (2018) Damage detection in CFRP composite beams based on vibration analysis using proper orthogonal decomposition method with radial basis functions and cuckoo search algorithm. Compos Struct 187(Dec 2017):344–353. https://doi.org/10.1016/j.compstruct.2017.12.058
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