An optimization neural network model for bridge cable force identification

被引:18
|
作者
Gai, Tongtong [1 ]
Yu, Dehu [1 ,2 ]
Zeng, Sen [1 ]
Lin, Jerry Chun-Wei [3 ,4 ]
机构
[1] Qingdao Univ Technol, Sch Civil Engn, Qingdao, Peoples R China
[2] Shandong Jianzhu Univ, Sch Civil Engn, Jinan, Peoples R China
[3] Silesian Tech Univ, Fac Automat Control Elect & Comp Sci, Gliwice, Poland
[4] Western Norway Univ Appl Sci, Dept Comp Sci, Elect Engn & Math Sci, Bergen, Norway
关键词
Cable force determination; Intelligence optimization; Neural network; Vibration method; TENSION; VIBRATION; FORMULAS;
D O I
10.1016/j.engstruct.2023.116056
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Accurate determination of cable force values is the most important technical means to avoid damage to the cable bridge. In order to avoid the influence of the difficulty in distinguishing the boundary conditions and the lack of low-order natural frequency on the cable force determination results, an intelligent method for determining the bridge cable force based on the vibration method is proposed. With the cable length, linear density, flexural stiffness and input frequency as input units and the cable force as output unit, a neural network is established to identify the cable force by combining the finite element simulation data, and the model is optimized using the intelligent swarm optimization algorithm. The results show that compared with the cable force prediction models using generalized regression neural network (GRNN) and GRNN optimized using particle swarm optimization (PSO-GRNN) and canonical identification methods, the GRNN optimized using sparrow search algorithm (SSA-GRNN) proposed in this paper has a better identification effect. The prediction error of short cables is essentially within 10%, and that of long cables is within 5%. It can not only realize the accurate identification of bridge cable force by ignoring the boundary conditions and vibration frequency order of cables, but also has a wide range of applications.
引用
收藏
页数:13
相关论文
共 50 条
  • [11] Optimization of Cable Force Adjustment in Cable-Stayed Bridge considering the Number of Stay Cable Adjustment
    Zhang, Han-Hao
    Sun, Nan-Nan
    Wang, Pei-Zhi
    Liu, Man-Hui
    Li, Yuan
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [12] Optimization on Stay Cable's Initial Tension Force for Extradosed Cable-Stayed Bridge
    Lin, Peng-Zhen
    ICMS2010: PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON MODELLING AND SIMULATION ICMS2010, VOL 3: MODELLING AND SIMULATION IN INDUSTRIAL APPLICATION, 2010, : 302 - 305
  • [13] Research on cable force testing method of cable-stayed bridge model test
    Li Yanqiang
    Du Yanliang
    ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 1325 - 1330
  • [14] Damage identification of steel bridge based on data augmentation and adaptive optimization neural network
    Huang, Minshui
    Zhang, Jianwei
    Li, Jun
    Deng, Zhihang
    Luo, Jin
    STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2024,
  • [15] Deep convolutional neural network-based transfer learning method for health condition identification of cable in cable-stayed bridge
    Tran, Viet-Linh
    JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES, 2023, 10 (01): : 5 - 18
  • [16] Identification of flutter derivatives of a bridge sectional model using neural network technique
    Wang, X.Y.
    Chen, Z.Q.
    Huang, F.L.
    Xiangtan Kuangye Xueyuan Xuebao/Journal of Xiangtan Mining Institute, 2001, 16 (03):
  • [17] The Damage Identification of Truss Bridge Model Based on Generalized Regression Neural Network
    Yuan, Ying
    Zhou, Aihong
    Li, Zhiguang
    ISBE 2011: 2011 INTERNATIONAL CONFERENCE ON BIOMEDICINE AND ENGINEERING, VOL 1, 2011, : 357 - 360
  • [18] Research on Neural Network Generalization of Cable Force Vibration Measurement
    Gai T.
    Zeng S.
    Yu D.
    Yang S.
    Sun B.
    Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2021, 53 (04): : 118 - 127
  • [19] Bayesian Neural Networks for damage identification of a cable-stayed bridge
    Arangio, S.
    Bontempi, F.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, RESILIENCE AND SUSTAINABILITY, 2012, : 2260 - 2266
  • [20] Parameter identification of long-span cable-stayed bridge based on grey-neural network
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
    Xinan Jiaotong Daxue Xuebao, 2009, 5 (704-709):