摘要
尝试采用基于快速优化算法L-M法的BP神经网络进行斜拉桥施工控制中的参数识别工作。对影响参数之一的混凝土弹性模量的网络学习和仿真结果表明:该法对数据的处理,在操作简单的基础上,表现了较强的鲁棒性和较高的精度。
This paper attempts to make a study of parameter identification in construction control of a cablestayed bridge using BP neural network based on LM (LevenbergMarquardt) method. The results obtained from the training and simulation of the neural network for one of the influential parameters, the elastic modulus of concrete, indicate that the data processing with the method is easy for operation and has satisfactory accuracy with good robusticity for parameter identification.
出处
《桥梁建设》
EI
CSCD
北大核心
2003年第1期74-76,79,共4页
Bridge Construction
基金
广东省自然科学基金资助项目(960223)
关键词
B神经网络
混凝土
弹性模量
斜拉桥
施工控制
参数识别
neural network, cable-stayed bridge, construction control, parameter identifica-tion