Civil Engineering Faculty Publications
A combined vibration-machine learning method for structural performance assessment of modular supporting structure
Document Type
Article
Publication Date
7-1-2026
Abstract
Modern modular and prefabricated supporting structures, such as those used in wind energy systems, require reliable assessment methods to ensure long-term structural performance. In modular structures, bolted joints typically exhibit much higher local stiffness than adjacent structural components. Consequently, minor stiffness reductions induced by bolt looseness often result in only subtle variations in global modal characteristics, making joint damage difficult to localize accurately using conventional modal-parameter-based approaches. To address this challenge, this study proposes a combined vibration-machine learning method for detecting and quantifying joint damage in wind turbine support structures. A hybrid deep learning architecture integrating a one-dimensional convolutional neural network (1D CNN) and a long short-term memory (LSTM) network is developed to extract spatial features and to model long-range dependencies between frequency components, thereby enhancing sensitivity to subtle joint stiffness changes. Experimental investigations on a lab-scale modular structure with multiple damage locations and severity levels are conducted to validate the proposed approach. The results demonstrate that the proposed method can accurately estimate joint degradation and reliably identify the damaged joint under noise and uncontrolled excitations. Comparative analyses further demonstrate that the proposed framework achieved improved performance compared with two existing 1D CNN models.
Recommended Citation
Nguyen, Thanh-Truong, Quoc-Bao Ta, Jeong-Tae Kim, and Thanh-Canh Huynh. 2026. “A Combined Vibration-Machine Learning Method for Structural Performance Assessment of Modular Supporting Structure.” Structures 89 (July): 112118. https://doi.org/10.1016/j.istruc.2026.112118.
Publication Title
Structures
DOI
10.1016/j.istruc.2026.112118

Comments
Not open access.