Earthquakes and Structures
Volume 11, Number 5, 2016, pages 841-859
DOI: 10.12989/eas.2016.11.5.841
A new method to identify bridge bearing damage based on Radial Basis Function Neural Network
Zhaowei Chen, Hui Fang, Xinmeng Ke and Yiming Zeng
Abstract
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.
Key Words
bridge bearing; damage identification; vibration mode; Radial Basis Function Neural Network; finite element model
Address
Zhaowei Chen: State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu, China
Hui Fang: Electric Power Research Institute, State Grid Chongqing Electric Power Co. Chongqing, China
Xinmeng Ke: Locomotive Vehicle Department, Zhengzhou Railway Vocational and Technical College, Zhengzhou, China
Yiming Zeng: Locomotive and Car Research Institute, China Academy of Railway Sciences, Beijing, China