A new method to identify bridge bearing damage based on Radial Basis Function Neural Network

被引:18
作者
Chen, Zhaowei [1 ]
Fang, Hui [2 ]
Ke, Xinmeng [3 ]
Zeng, Yiming [4 ]
机构
[1] Southwest Jiaotong Univ, State Key Lab Tract Power, Chengdu, Peoples R China
[2] State Grid Chongqing Elect Power Co, Elect Power Res Inst, Chongqing, Peoples R China
[3] Zhengzhou Railway Vocat & Tech Coll, Locomot Vehicle Dept, Zhengzhou, Peoples R China
[4] China Acad Railway Sci, Locomot & Car Res Inst, Beijing, Peoples R China
关键词
bridge bearing; damage identification; vibration mode; Radial Basis Function Neural Network; finite element model; RUBBER BEARINGS; NATURAL-RUBBER; BEHAVIOR; IDENTIFICATION; PREDICTION; MODELS;
D O I
10.12989/eas.2016.11.5.841
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bridge bearings are important connection elements between bridge superstructures and substructures, whose health states directly affect the performance of the bridges. This paper systematacially presents a new method to identify the bridge bearing damage based on the neural network theory. Firstly, based on the analysis of different damage types, a description of the bearing damage is introduced, and a uniform description for all the damage types is given. Then, the feasibility and sensitivity of identifying the bearing damage with bridge vibration modes are investigated. After that, a Radial Basis Function Neural Network (RBFNN) is built, whose input and output are the beam modal information and the damage information, respectively. Finally, trained by plenty of data samples formed by the numerical method, the network is employed to identify the bearing damage. Results show that the bridge bearing damage can be clearly reflected by the modal information of the bridge beam, which validates the effectiveness of the proposed method.
引用
收藏
页码:841 / 859
页数:19
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