Clustering driven incremental learning surrogate model-assisted evolution for structural condition assessment

被引:1
作者
Ding, Zhenghao [1 ]
Kuok, Sin-Chi [2 ,3 ]
Lei, Yongzhi [4 ]
Li, Yifei [5 ]
Yu, Yang [6 ]
Zhang, Guangcai [7 ]
Hu, Shuling [8 ]
Yuen, Ka-Veng [2 ,3 ]
机构
[1] Kyoto Univ, Dept Civil & Earth Resources Engn, Kyoto, Japan
[2] Univ Macau, State Key Lab Internet Things Smart City, Macau, Peoples R China
[3] Univ Macau, Guangdong Hong Kong Macau Joint Lab Smart Cities, Hong Kong, Guangdong, Peoples R China
[4] Curtin Univ, Ctr Infrastructural Monitoring & Protect, Perth, Australia
[5] Huzhou Univ, Sch Engn, Huzhou 313000, Peoples R China
[6] Univ New South Wales, Ctr Infrastructure Engn & Safety, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
[7] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing, Peoples R China
[8] Kyoto Univ, Dept Architecture & Architecture Engn, Kyoto, Japan
基金
日本学术振兴会;
关键词
Structural condition assessment; Online learning; Surrogate model; Modal data; Kriging model; DAMAGE; IDENTIFICATION;
D O I
10.1016/j.ymssp.2024.112146
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Structural condition assessment methods based on evolutionary algorithms (EAs) may suffer slow calculation efficiency problems as they are required to substitute into the finite element models repeatedly. The repeat finite element (FE) model analysis greatly restricts their applications to complex civil infrastructures. To this end, we propose an incremental Kriging surrogate model to significantly raise calculation efficiency during the structural condition assessment. Furthermore, to further utilize the colony information in EAs, a one-step K-means clustering strategy is applied to generate several clustering centers individuals. These individuals and the most promising one determined by the Kriging surrogate model will be substituted into the FE model-based objective function and then sent to the Kriging model again to realize online learning and training. The proposed novel algorithm can achieve the balance between the calculation accuracy and efficiency as the Kriging model is trained incrementally and the algorithm only evaluates the promising and clustering center individuals in each generation. Then, the proposed algorithm is used to carry out damage identification or FE model updating for the Canton Tower, a cantilever beam, and a real bridge as verification studies. This work provides a reference for introducing online Kriging learning and novel model management mechanisms in EA-based FE model updating or structural condition assessment.
引用
收藏
页数:23
相关论文
共 38 条
  • [1] Differential evolution-based multi-objective optimization for the definition of a health indicator for fault diagnostics and prognostics
    Baraldi, P.
    Bonfanti, G.
    Zio, E.
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2018, 102 : 382 - 400
  • [2] A clustering-based differential evolution for global optimization
    Cai, Zhihua
    Gong, Wenyin
    Ling, Charles X.
    Zhang, Harry
    [J]. APPLIED SOFT COMPUTING, 2011, 11 (01) : 1363 - 1379
  • [3] Robust uncertainty principles:: Exact signal reconstruction from highly incomplete frequency information
    Candès, EJ
    Romberg, J
    Tao, T
    [J]. IEEE TRANSACTIONS ON INFORMATION THEORY, 2006, 52 (02) : 489 - 509
  • [4] Theoretical and experimental modal analysis of the Guangzhou New TV Tower
    Chen, W. H.
    Lu, Z. R.
    Lin, W.
    Chen, S. H.
    Ni, Y. Q.
    Xia, Y.
    Liao, W. Y.
    [J]. ENGINEERING STRUCTURES, 2011, 33 (12) : 3628 - 3646
  • [5] A novel PSO-based algorithm for structural damage detection using Bayesian multi-sample objective function
    Chen, Ze-peng
    Yu, Ling
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2017, 63 (06) : 825 - 835
  • [6] Automated structural resilience evaluation based on a multi-scale Transformer network using field monitoring data
    Chen, Zepeng
    Liu, Qitian
    Ding, Zhenghao
    Liu, Feng
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2025, 222
  • [7] Parameter identification of airfoil systems using an elite-based clustering Jaya algorithm and incremental vibration responses
    Ding, Zhenghao
    Zhang, Yuxuan
    Lu, Zhongrong
    Xia, Yong
    [J]. STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2022, 65 (07)
  • [8] Structural damage identification considering uncertainties based on a Jaya algorithm with a local pattern search strategy and L0.5 sparse regularization
    Ding, Zhenghao
    Hou, Rongrong
    Xia, Yong
    [J]. ENGINEERING STRUCTURES, 2022, 261
  • [9] Non-probabilistic method to consider uncertainties in structural damage identification based on Hybrid Jaya and Tree Seeds Algorithm
    Ding, Zhenghao
    Li, Jun
    Hao, Hong
    [J]. ENGINEERING STRUCTURES, 2020, 220
  • [10] Simultaneous identification of structural stiffness and mass parameters based on Bare-bones Gaussian Tree Seeds Algorithm using time-domain data
    Ding, Zhenghao
    Zhao, Yilin
    Lu, Zhongrong
    [J]. APPLIED SOFT COMPUTING, 2019, 83