南华大学学报（自然科学版）2009，Vol.23Issue(2)：107-110,4.
基于有限元和神经网络法的桩基础沉降分析
The Research of Settlement of Composite Piled Foundations Based on Finite Element Method and Neural Network Method
摘要
Abstract
The settlement of piled foundation is the subject of research.The finite element method and neural network method are introduced and both of them are used for settlement prediction.The results are compared and they indicate that prediction data is close to the measured data,both methods are proved reasonable and feasible.关键词
桩基础/有限单元法/神经网络/沉降预测Key words
piled foundation/finite element method/neural network method/settlement prediction分类
建筑与水利引用本文复制引用
蒋青青,唐振,孟庆玲,林峰..基于有限元和神经网络法的桩基础沉降分析[J].南华大学学报（自然科学版）,2009,23(2):107-110,4.基金项目
国家自然科学基金资助项目(50490270) （50490270）
