Abstract

The identification of bridge cable force has a great influence on the safety and reliability of arch bridge structure, which is a difficult problem in bridge construction. According to a certain tension sequence, the required sample library of suspender cable force is obtained by establishing the finite element model by MIDAS software. The designed cable force of the bridge is taken as the input vector of the radial basis function method (RBF method), and the initial cable force obtained is the output vector. The solution accuracy is controlled by distributed density parameters, the nonlinear mapping relationship between them is approached, and the initial cable force of suspender is calculated directly. The experimental results show that the error between the calculated value and the design value of the cable force can be controlled within 5% by the BRF method, which meets the engineering requirements.

Details

Title
Research on an Analysis method of Engineering Mechanics in Bridge Field based on Machine learning
Author
Gao, Xinyi 1 

 DUT-BSU Joint Institute Dalian University of Technology, Dalian, Liaoning, 116024, China 
Publication year
2021
Publication date
Mar 2021
Publisher
IOP Publishing
ISSN
17426588
e-ISSN
17426596
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2512963872
Copyright
© 2021. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.