首页 | 本学科首页   官方微博 | 高级检索  
     

基于人工神经网络的典型桥梁断面气动参数识别
引用本文:陈讷郁,葛耀君. 基于人工神经网络的典型桥梁断面气动参数识别[J]. 土木工程学报, 2019, 52(8): 91
作者姓名:陈讷郁  葛耀君
作者单位:同济大学土木工程防灾国家重点实验室,上海 200092
摘    要:基于同济大学风洞实验室既有大跨度桥梁试验数据成果,利用Access数据库软件和Java编程语言,集成了大跨度桥梁抗风性能的数据库系统。通过人工神经网络技术对人工神经元的训练和神经元间连接权值的调整,建立大跨度桥梁主梁气动参数(包括静力三分力系数和颤振导数)的智能化识别方法,主要针对扁平箱梁和倒梯形箱梁两种断面。气动参数的神经网络输出与期望输出间的误差符合预期要求,以期可作为桥梁结构初步设计阶段参考。

关 键 词:大跨桥梁  气动参数  数据库  人工神经网络  智能化识别  

Aerodynamic parameter identification of typical bridge sections based on artificial neural network
Chen Neyu Ge Yaojun. Aerodynamic parameter identification of typical bridge sections based on artificial neural network[J]. China Civil Engineering Journal, 2019, 52(8): 91
Authors:Chen Neyu Ge Yaojun
Affiliation:State Key Lab of Disaster Reduction in Civil Engineer, Tongji University, Shanghai 200092, China
Abstract:Based on the existing experimental results of long-span bridges in the wind tunnel laboratory of Tongji University, a database system for wind-resistant performance of long-span bridges is integrated by Access Database software and Java programming language. Based on the artificial neural network technology, artificial neurons were trained and neuron connection weights were adjusted, and consequently the intelligent identification method of aerodynamic parameters (including aerostatic coefficients and aerodynamic derivatives) was established. This method is mainly aiming at flat box girder section and inverted trapezoidal box girder section. The errors between the neural network output and the expected output can meet the expected requirement, and the prediction results can be referred in the preliminary wind-resistant design of bridge structures.
Keywords:long-span bridge   aerodynamic parameter   database   artificial neural network   intelligent identification  
本文献已被 CNKI 等数据库收录!
点击此处可从《土木工程学报》浏览原始摘要信息
点击此处可从《土木工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号