A Gaussian damage function combined with sliced finite-element meshing for damage detection
Author:
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13349-022-00602-3.pdf
Reference20 articles.
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2. Aghagholizadeh M, Catbas FN (2015) A review of model updating methods for civil infrastructure systems. Comput Tech Civil Struct Eng. https://doi.org/10.4203/csets.38.4
3. Goller B, Beck JL, Schuëller GI (2012) Evidence-based identification of weighting factors in bayesian model updating using modal data. J Eng Mech 138(5):430–440. https://doi.org/10.1061/(asce)em.1943-7889.0000351
4. Goulet JA, Smith IFC (2013) Structural identification with systematic errors and unknown uncertainty dependencies. Comput Struct 128:251–258. https://doi.org/10.1016/j.compstruc.2013.07.009
5. Moughty JJ, Casas JR (2017) A state of the art review of modal-based damage detection in bridges: development, challenges, and solutions. Appl Sci. https://doi.org/10.3390/app7050510
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1. Automated damage assessment of prestressed concrete bridge beam based on sagging;Discover Civil Engineering;2024-08-28
2. Validation of an FE model updating procedure for damage assessment using a modular laboratory experiment with a reversible damage mechanism;Journal of Civil Structural Health Monitoring;2023-05-09
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