Bridge Model Updating Based on Wavelet Neural Network and Wind-Driven Optimization

被引:2
|
作者
He, Haifang [1 ]
Zeng, Baojun [2 ]
Zhou, Yulong [1 ]
Song, Yuanyuan [3 ]
Zhang, Tianneng [3 ]
Su, Han [3 ]
Wang, Jian [4 ]
机构
[1] Minist Transport, Natl Engn Lab Bridge Struct Safety Technol Beijing, Res Inst Highway, Beijing 100088, Peoples R China
[2] Anhui Prov Highway Management Serv Ctr, Hefei 230022, Peoples R China
[3] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[4] Sun Yat Sen Univ, Sch Civil Engn, Guangzhou 510275, Peoples R China
关键词
finite element model updating; wavelet neural network; wind-driven optimization; surrogate model; bridge;
D O I
10.3390/s23229185
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Aging, corrosive environments, and inadequate maintenance may result in performance deterioration of civil infrastructures, and finite element model updating is a commonly employed structural health monitoring procedure in civil engineering to reflect the current situation and to ensure the safety and serviceability of structures. Using the finite element model updating process to obtain the relationship between the structural responses and updating parameters, this paper proposes a method of using the wavelet neural network (WNN) as the surrogate model combined with the wind-driven optimization (WDO) algorithm to update the structural finite element model. The method was applied to finite element model updating of a continuous beam structure of three equal spans to verify its feasibility, the results show that the WNN can reflect the nonlinear relationship between structural responses and the parameters and has an outstanding simulation performance; the WDO has an excellent ability for optimization and can effectively improve the efficiency of model updating. Finally, the method was applied to update a real bridge model, and the results show that the finite element model update based on WDO and WNN is applicable to the updating of a multi-parameter bridge model, which has practical significance in engineering and high efficiency in finite element model updating. The differences between the updated values and measured values are all within the range of 5%, while the maximum difference was reduced from -10.9% to -3.6%. The proposed finite element model updating method is applicable and practical for multi-parameter bridge model updating and has the advantages of high updating efficiency, reliability, and practical significance.
引用
收藏
页数:24
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