Identification of Damage in Truss and Beam Structures Based on Flexibility Matrix
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-39117-0_64
Reference16 articles.
1. Domaneschi, M., et al.: Collapse analysis of the Polcevera viaduct by the applied element method. Eng. Struct. 214, 110659 (2020). https://doi.org/10.1016/j.engstruct.2020.110659
2. Scattarreggia, N., Salomone, R., Moratti, M., Malomo, D., Pinho, R., Calvi, G.M.: Collapse analysis of the multi-span reinforced concrete arch bridge of Caprigliola, Italy. Eng. Struct. 251, 113375 (2022). https://doi.org/10.1016/j.engstruct.2021.113375
3. Avci, O., Abdeljaber, O., Kiranyaz, S., Hussein, M., Gabbouj, M., Inman, D.J.: A review of vibration-based damage detection in civil structures: from traditional methods to machine learning and deep learning applications. Mech. Syst. Sig. Proc. 147, 107077 (2021). https://doi.org/10.1016/j.ymssp.2020.107077, https://www.sciencedirect.com/science/article/pii/S0888327020304635
4. Doebling, S., Farrar, C., Prime, M.: A summary review of vibration-based damage identification methods. Shock Vib. Digest 30, 91–105 (1998)
5. Gao, Y., Spencer, B.F., Bernal, D.: Experimental verification of the flexibility-based damage locating vector method. J. Eng. Mech. 133(10), 1043–1049 (2007). https://doi.org/10.1061/(ASCE)0733-9399(2007)133:10(1043), https://ascelibrary.org/doi/abs/10.1061/
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