首页 | 本学科首页   官方微博 | 高级检索  
     检索      

多项式基函数神经网络的结构可靠性分析
引用本文:孟广伟,李广博,李锋,周立明.多项式基函数神经网络的结构可靠性分析[J].北京航空航天大学学报,2013,39(11):1460-1463.
作者姓名:孟广伟  李广博  李锋  周立明
作者单位:吉林大学机械科学与工程学院,长春,130025;吉林大学机械科学与工程学院,长春,130025;吉林大学机械科学与工程学院,长春,130025;吉林大学机械科学与工程学院,长春,130025
基金项目:吉林省科技厅基金资助项目(201205011,201215048);国家重大科学仪器设备开发专项资助项目(2012YQ030075)
摘    要:研究了多项式基函数神经网络法的结构可靠性计算.当结构的极限状态函数复杂,非线性程度较高,功能函数为隐式时,传统的结构可靠度分析方法计算困难,多项式基函数神经网络法为解决结构可靠性分析提供了一种新方法.基于多项式逼近理论,利用神经网络模拟逼近能力,将多输入多项式作为网络的激励函数,利用激励函数的广义逆矩阵形式计算网络隐层与输出层的连接权值,拟合结构的功能函数.利用可靠度的一阶可靠性方法计算结构的失效 概率.通过实例计算,表明了本方法计算精度高,同时公式简单,易于编程,具有通用普遍性.

关 键 词:结构可靠性  多项式基函数  神经网络  广义逆矩阵  一阶可靠性方法
收稿时间:2013-03-20

Structural reliability analysis based on polynomial basis function neural network
Meng Guangwei,Li Guangbo,Li Feng,Zhou Liming.Structural reliability analysis based on polynomial basis function neural network[J].Journal of Beijing University of Aeronautics and Astronautics,2013,39(11):1460-1463.
Authors:Meng Guangwei  Li Guangbo  Li Feng  Zhou Liming
Institution:College of Mechanical Science and Engineering, Jilin University, Changchun 130025, China
Abstract:The polynomial basis function neural network method for structural reliability calculation was adopted. When the limit state function of the structure is highly complex or with nonlinearity, sometimes, limit state function is implicit, the traditional method of structure reliability analysis calculation is time-consuming. The polynomial basis function neural network method provides an effective means for the reliability analysis of large scale structures. Based on the polynomial approximation theory, a pseudo-inverse of random variable input matrix was used to be incentive function to determine the weights between the hidden layer and output layer with the approximation of neural network. The failure probability was calculated by first-order reliability method (FORM). The numerical example results show the proposed method has ability of solving the structural reliability analysis problems. The test results show that the formula of the proposed method is simple and easy to program. A new method for solving the structural reliability analysis was displayed.
Keywords:
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《北京航空航天大学学报》浏览原始摘要信息
点击此处可从《北京航空航天大学学报》下载免费的PDF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