Extended artificial neural network for estimating the global response of a cable-stayed bridge based on limited multi-response data

被引:1
|
作者
Byun, Namju [1 ]
Lee, Jeonghwa [1 ]
Lee, Keesei [2 ]
Kang, Young-Jong [3 ]
机构
[1] Korea Univ, Future & Fus Lab Architectural Civil & Environm En, Seoul 02841, South Korea
[2] Seoul Inst Technol, Dept Urban Infrastruct Res, Seoul 03909, South Korea
[3] Korea Univ, Sch Civil Environm & Architectural Engn, Seoul 02841, South Korea
基金
新加坡国家研究基金会;
关键词
multi-response data; neural network; response estimation; SHM; structural response; DATA FUSION METHOD; DISPLACEMENT RECONSTRUCTION; ULTIMATE BEHAVIOR; ACCELERATION; STRAIN; LSTM;
D O I
10.12989/sss.2023.32.4.235
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method that can estimate global deformation and internal forces using a limited amount of displacement data and based on the shape superposition technique and a neural network has been recently developed. However, it is difficult to directly measure sufficient displacement data owing to the limitations of conventional displacement meters and the high cost of global navigation satellite systems (GNSS). Therefore, in this study, the previously developed estimation method was extended by combining displacement, slope, and strain to improve the estimation accuracy while reducing the need for high-cost GNSS. To validate the proposed model, the global deformation and internal forces of a cable-stayed bridge were estimated using limited multi-response data. The effect of multi-response data was analyzed, and the estimation performance of the extended method was verified by comparing its results with those of previous methods using a numerical model. The comparison results reveal that the extended method has better performance when estimating global responses than previous methods.
引用
收藏
页码:235 / 251
页数:17
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