Neural network based modal identification of structural systems through output-only measurement

被引:49
作者
Facchini, Luca [1 ]
Betti, Michele [1 ]
Biagini, Paolo [1 ]
机构
[1] Univ Florence, Dept Civil & Environm Engn DICeA, I-50139 Florence, Italy
关键词
Artificial neural network; Modal identification; Spectral tensor; Health monitoring; Steel-frame structures; Stochastic subspace identification; MASONRY; VERIFICATION; BRIDGE;
D O I
10.1016/j.compstruc.2014.01.013
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper proposes the application of neural networks for output-only modal identification of structural systems. Four frequency-dependent indicators, based on specific properties of the spectral tensor of vibration measurements, are defined and employed to build a likelihood function for the presence of structural resonances. Subsequently an artificial neural network (ANN), fed with the four indexes, was built and adopted to assess structural eigenvalues and eigenmodes. The proposed technique was tested on a three-storey steel-frame. After training the trained ANN was able to assess eigenvalues and eigenmodes, as demonstrated by comparison of the obtained results with those provided by literature methods. (c) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:183 / 194
页数:12
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