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
收藏
页数:17
相关论文
共 41 条
  • [31] Monitoring-Based Evaluation of Wind-Induced Vibration and Travel Comfort of Long-Span Suspension Bridge
    Liu, Zhongxiang
    Cai, Haojun
    Guo, Tong
    Liu, Xingwang
    Bai, Yongtao
    Qu, Chunxu
    STRUCTURAL CONTROL & HEALTH MONITORING, 2025, 2025 (01)
  • [32] Method of modeling temperature-displacement correlation for long-span arch bridges based on long short-term memory neural networks
    Zheng Q.-Y.
    Zhou G.-D.
    Liu D.-K.
    Gongcheng Lixue/Engineering Mechanics, 2021, 38 (04): : 68 - 79
  • [33] Damage identification method of long-span spatial structure based on time-series model of measured data
    Chenjia Xu
    Honggang Lei
    Guoqing Wang
    Journal of Civil Structural Health Monitoring, 2023, 13 : 693 - 707
  • [34] Damage identification method of long-span spatial structure based on time-series model of measured data
    Xu, Chenjia
    Lei, Honggang
    Wang, Guoqing
    JOURNAL OF CIVIL STRUCTURAL HEALTH MONITORING, 2023, 13 (2-3) : 693 - 707
  • [35] Vortex-induced force and multimodal state estimation in long-span bridges: A physics-informed exponential-periodic latent force model approach
    Xu, Shengyi
    Petersen, oyvind Wiig
    Fang, Genshen
    Oiseth, Ole
    Ge, Yaojun
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2025, 225
  • [36] Data-driven modeling of vortex-induced vibration of a long-span suspension bridge using decision tree learning and support vector regression
    Li, Shanwu
    Laima, Shujin
    Li, Hui
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 172 : 196 - 211
  • [37] Overloaded vehicle identification for long-span bridges based on physics-informed multi-task deep learning leveraging influence line
    Liu, Jun
    Li, Yuqin
    Dong, Shoubin
    Zhou, Licheng
    Liu, Zejia
    Yang, Bao
    Jiang, Zhenyu
    Liu, Yiping
    Tang, Liqun
    ENGINEERING STRUCTURES, 2025, 333
  • [38] Study on joint design method of multiple wind parameters for long-span bridges in deep-cutting gorge areas based on field measurement
    Zhang, Jinxiang
    Jiang, Fanying
    Zhang, Mingjin
    Zheng, Haoxiang
    Li, Yongle
    Liang, Junsong
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2024, 254
  • [39] Wind-Induced Buffeting Vibration of Long-Span Bridge Considering Geometric and Aerodynamic Nonlinearity Based on Reduced-Order Modeling
    Cui, Wei
    Zhao, Lin
    Ge, Yaojun
    JOURNAL OF STRUCTURAL ENGINEERING, 2023, 149 (11)
  • [40] Modal characteristics analysis and vibration control of long-span cable-stayed-suspension hybrid bridge based on strain energy method
    Zheng, Haoxiang
    Qin, Jingxi
    Zhang, Mingjin
    Yuan, Renan
    Li, Yongle
    Zhou, Zelin
    STRUCTURES, 2024, 64