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dc.contributor.authorKyle Dunphy
dc.contributor.authorMadhushan Buwaneswaran
dc.contributor.authorKatarina Grolinger
dc.contributor.authorAyan Sadhu
dc.date.accessioned2026-02-16T21:29:20Z
dc.date.available2026-02-16T21:29:20Z
dc.date.copyright2025/05/01
dc.date.issued2025
dc.identifier.otherJCCEE5.CPENG-6198.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309276
dc.description.abstractThe application of machine learning (ML) as an apparatus for structural health monitoring (SHM) has become increasingly prevalent recently as the domain moves toward autonomous structural inspections. Although significant work has been conducted to integrate ML in SHM, many domain-specific issues adopting these technologies are still prevalent. For instance, ML is characterized as a data-intensive technique, requiring a significant number of samples to properly train a new model which are often unavailable in SHM applications. Furthermore, the generalization of these models to new categories of damages and structural and material types results in inferior damage classification. Therefore, to address the scarcity of data within SHM, few-shot learning (FSL) models, such as prototypical networks, have been recently explored as they are capable of training accurate classification models with limited images. However, the use of limited data results in model overfitting and may not adapt well to novel classes of data originating from new material and structural sources. In this paper, the effect of several image transformation techniques on the performance of a prototypical network is investigated concerning surface-level damages for concrete and asphalt structures. The effects of intramaterial data sets (data sets derived from the same material type), and intermaterial data sets (data sets derived from different material types) are investigated to understand and quantify the domain adaptation of these models. It was demonstrated that for k>2, histogram equalization, logarithmic transform, and power transform performed marginally better (1%–5% for both material scenarios) than standard grayscale images when training the chosen prototypical network. The use of phase stretch transform and histogram equalization provided a better reduction to overfitting for both material scenarios (1%–5% and 1%–3%, respectively) when compared to grayscale, further demonstrating the effectiveness of image transformation techniques for reducing the overfitting problem of FSL models.
dc.publisherAmerican Society of Civil Engineers
dc.titleFew-Shot Learning Augmented with Image Transformation for Multiclass Structural Damage Classification
dc.typeJournal Article
dc.journal.volume39
dc.journal.issue3
dc.journal.titleJournal of Computing in Civil Engineering
dc.identifier.doi10.1061/JCCEE5.CPENG-6198
dc.journal.fristpage04025021-1
dc.journal.lastpage04025021-23
dc.page23
dc.treeJournal of Computing in Civil Engineering:;2025:;Volume ( 039 ):;issue: 003
dc.contenttypeFulltext


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