| 注册
首页|期刊导航|铁道科学与工程学报|基于动态贝叶斯模型的大悬臂展翅宽箱梁桥性能预测评估

基于动态贝叶斯模型的大悬臂展翅宽箱梁桥性能预测评估

贾布裕 由瑞凯 余晓琳 杨铮 颜全胜

铁道科学与工程学报2016,Vol.13Issue(7):1303-1308,6.
铁道科学与工程学报2016,Vol.13Issue(7):1303-1308,6.

基于动态贝叶斯模型的大悬臂展翅宽箱梁桥性能预测评估

Performance prediction assess ment of wing-box-girder bridge with large-cantilever-wing base on dyn mic bayesian model

贾布裕 1由瑞凯 2余晓琳 1杨铮 1颜全胜1

作者信息

  • 1. 华南理工大学 土木与交通学院,广东 广州510640
  • 2. 中交第二航务工程局有限公司,湖北 武汉430000
  • 折叠

摘要

Abstract

Aiming at the wing-box-girder bridge with large-cantilever-wing,this paper presented the establish-ment of the dynamic Bayesian model for structure performance prediction by setting the maximum transverse stress of the roots of cantilever as the target layer and the live load ratio,the maximum negative temperature gra-dient,shrinkage strain as the sub-structure layer based on Dynamic Bayesian Network theory.The maximum transverse stresses of the roots of the cantilever at different times were obtained by use of ANSYS model.Through parametric studying,the model parameters were obtained.Then taking advantage of backward and forward rea-soning algorithm,transverse stress-time curve before updating was obtained.The accuracy of the model was veri-fied by comparing probability density distributions and the fitting curves of shrinkage,live load ratio,and nega-tive temperature gradient.Finally,how to combine the measured data and dynamic Bayesian model to update per-formance prediction of the structure was explained.

关键词

动态/贝叶斯/性能评估/展翅箱梁

Key words

dynamic/Bayesian/performance prediction/wing-box-girder

分类

交通工程

引用本文复制引用

贾布裕,由瑞凯,余晓琳,杨铮,颜全胜..基于动态贝叶斯模型的大悬臂展翅宽箱梁桥性能预测评估[J].铁道科学与工程学报,2016,13(7):1303-1308,6.

基金项目

国家自然科学基金资助项目(51208208);中央高校基本科研业务费专项资金资助项目(2014ZZ0019);广东省交通运输厅科技资助项目 ()

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

访问量0
|
下载量0
段落导航相关论文