Domain adaptation based automatic identification method of vortex induced vibration of long-span bridges without prior information

被引:0
|
作者
Wan, Chunfeng [1 ]
Hou, Jiale [2 ]
Zhang, Guangcai [1 ]
Gao, Shuai [1 ]
Ding, Youliang [1 ]
Cao, Sugong [3 ]
Hu, Hao [3 ]
Xue, Songtao [4 ,5 ]
机构
[1] Southeast Univ, Sch Civil Engn, Nanjing, Peoples R China
[2] Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
[3] Key Lab Rd & Bridge Detect & Maintenance Technol R, Hangzhou 311305, Peoples R China
[4] Tongji Univ, Dept Disaster Mitigat Struct, Shanghai, Peoples R China
[5] Tohoku Inst Technol, Dept Architecture, Sendai, Japan
关键词
Transfer learning; Domain adaptation; Long span bridge; Structural health monitoring; Vortex induced vibration identification;
D O I
10.1016/j.engappai.2024.109677
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Machine learning algorithms can sensitively capture the characteristics of vortex induced vibration (VIV) of the girder in long span bridge from the extensive historical data accumulated by structural health monitoring (SHM) system over several years. These algorithms have gradually become a promising method of VIV identification. However, the algorithms proposed by previous researchers require historical VIV data to select the threshold or parameters to identify VIV. Most long-span bridges have not recorded a significant amount of VIV data since VIV is rare, or the bridge were not equipped with SHM system before. This study proposes an adaptive VIV identification method based on domain adaptation methods, which can identify VIV in real-time or in historical monitoring datasets of the target bridge without prior VIV information or parameter settings. The strong generalization ability of the proposed method is verified on the SHM dataset of two long-span suspension bridges in China. It is found that the VIV recognition accuracy of the balanced distribution adaptation (BDA) based VIV identification method is higher than that of other algorithms. In this study, the BDA based algorithm is also applied to the 8 months monitoring datasets of a long span bridge and successfully identifies more than 20 VIV events of the main girder, which has shown the stability and accuracy of the proposed algorithm.
引用
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页数:17
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