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Lee, Young-Joo
Structural Reliability and Disaster Risk Lab.
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Data-Driven Method for Probabilistic Response Prediction of Cable-Stayed Bridges

Author(s)
Kim MinsunLee JaebeomLee Kyoung-ChanJang Jeong HwanLee, Young-Joo
Issued Date
2024-07
DOI
10.1155/2024/4853773
URI
https://scholarworks.unist.ac.kr/handle/201301/83395
Citation
ADVANCES IN CIVIL ENGINEERING, v.2024, pp.4853773
Abstract
This study proposes a data-driven method for predicting the probabilistic response of cable-stayed bridges. The proposed method is used to construct an optimal prediction model based on a data-driven machine-learning method. In addition, the accuracy and efficiency of the prediction model are improved by considering the correlation coefficients between the input sensor data and the output of the target response. The proposed method is comprised of two steps: the selection of meaningful features and the construction of a probabilistic prediction model employing Gaussian process regression. The proposed method is applied to an in-service cable-stayed bridge in the Republic of Korea using actual measurement data from various sensors. For comparison purposes, two parametric studies are performed, and the effects of the proposed feature-selection procedure are investigated based on the normalized correlation coefficients. Consequently, the proposed feature-selection method is proven to increase the accuracy and efficiency of the prediction.
Publisher
HINDAWI LTD
ISSN
1687-8086
Keyword
FEATURE-SELECTION

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