Bridge Alignment Prediction Based on Combination of Grey Model and BP Neural Network

Author:

Li Qingfu1,Xie Jinghui1

Affiliation:

1. School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China

Abstract

The continuous improvement of bridge construction technology has resulted in an ongoing expansion of bridge spans, which has concomitantly increased the difficulty of controlling the alignment of long-span bridges during construction. In order to address the issue of the grey prediction model exhibiting a significant discrepancy in its alignment predictions for long-span continuous girder bridges, a pre-camber prediction method for bridges based on a combination of the grey model (GM) and BP neural network (GM-BP) is proposed. Firstly, the parameters are identified according to their influence on the pre-camber, and the appropriate parameters are selected as the original data to improve the efficiency of prediction. Subsequently, the original data are preliminarily fitted by the GM(1,1) model, and the predicted values are used as inputs for training the neural network. Finally, the new predicted values are output using the nonlinear fitting ability of the BP neural network. To assess the efficacy of the model, it is applied to the prediction of the pre-camber of the girder segments of a bridge under cantilever construction. The pre-camber prediction for 11#–13# girder sections was based on 10 sets of monitoring data from constructed girder sections. The results demonstrated that the average relative error of the GM-BP combined prediction model was 3.01%, which was 5.68% less than that of the GM(1,1) model, and the overall prediction exhibited a closer alignment with the original data. The GM-BP combined prediction model is an effective method for ensuring the alignment control of bridge construction and is able to achieve high accuracy and stability in its predictions in the case of limited and irregular data.

Publisher

MDPI AG

Reference20 articles.

1. Recent Construction Technology Innovations and Practices for Large-Span Arch Bridges in China;Zheng;J. Eng.,2024

2. Innocenzi, R.D., Nicoletti, V., Arezzo, D., Carbonari, S., Gara, F., and Dezi, L. (2022). A good practice for the proof testing of cable-stayed bridges. J. Appl. Sci., 12.

3. Application of the Kalman′s Filtering Method to the Suspension Bridge Construction Control;Yingchun;J. Highw. Transp. Res. Dev.,1999

4. Nerve network method in construction control for long-span bridge;Chen;Bridge Constr.,2001

5. Deng, J. (2002). Fundamentals of Grey Theory. [Master’s Thesis, Huazhong University of Science and Technology Press].

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3