首页 | 本学科首页   官方微博 | 高级检索  
     

清江隔河岩大坝混凝土弹性模量的智能反演
引用本文:邓凤铭,田斌,徐卫超. 清江隔河岩大坝混凝土弹性模量的智能反演[J]. 大坝与安全, 2005, 0(4): 50-52
作者姓名:邓凤铭  田斌  徐卫超
作者单位:三峡大学土木水电学院,湖北,宜昌,443002;三峡大学土木水电学院,湖北,宜昌,443002;三峡大学土木水电学院,湖北,宜昌,443002
摘    要:本文基于隔河岩工程原型监测资料,首先利用逐步回归得出统计模型,再利用有限元结构分析软件ANSYS获得不同弹模、不同水位下的水平位移水压分量,构造学习样本进行网络训练,从而求出大坝混凝土的平均弹性模量。结果表明,智能反演获得的弹性模量接近真实情况,为评价大坝安全性态提供了可靠的依据。

关 键 词:神经网络  反演  弹性模量  ANSYS
文章编号:1671-1092(2005)04-0050-03
收稿时间:2005-02-27
修稿时间:2005-02-27

Intelligent method for back analysis of elastic modulus of concrete
DENG Feng-ming,TIAN Bin,XU Wei-chao. Intelligent method for back analysis of elastic modulus of concrete[J]. Large Dam & Safety, 2005, 0(4): 50-52
Authors:DENG Feng-ming  TIAN Bin  XU Wei-chao
Abstract:This article is based on the monitoring data of Geheyan project to invert the elastic modulus of concrete dam by intelligent method.Firstly,the statistical model is established with stepwise regressions.The water pressure component of displacement is gained by the structural analysis by ANSYS under different elastic modulus and water level.The learning samples are constructed and trained in the networks.So,the average elastic modulus is gained.It is proved that the elastic modulus gained by this method is close to the real modulus and provides the reliable reference for evaluating the safe state of dam.
Keywords:ANSYS
本文献已被 CNKI 维普 万方数据 等数据库收录!
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