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结构可靠度分析的优化算法
引用本文:禹智涛,韩大建.结构可靠度分析的优化算法[J].华南理工大学学报(自然科学版),2003,31(4):82-84,88.
作者姓名:禹智涛  韩大建
作者单位:华南理工大学,建筑学院,广东,广州,510640
基金项目:广东工业大学青年基金资助项目(202032)
摘    要:根据结构可靠指标的几何意义,建立了正态随机变量和非正态随机变量下的结构可靠度计算的优化模型,并利用已有的优化方法对其求解方法进行了研究。本文的方法无需对非线性功能函数作线性化近似处理,从而提高了结构可靠度的计算精度,扩大了其适用范围,为结构可靠度分析提供了一种新的思路。

关 键 词:结构可靠度  结构可靠指标  优化模型  优化算法
文章编号:1000-565X(2003)04-0082-04

An Optimum Algorithm for Structural Reliability Analysis
Yw Zhi-tao Han Da-jian College of Architecture & Civil Engineering,South China Univ. of Tech.,Guangzhou ,China.An Optimum Algorithm for Structural Reliability Analysis[J].Journal of South China University of Technology(Natural Science Edition),2003,31(4):82-84,88.
Authors:Yw Zhi-tao Han Da-jian College of Architecture & Civil Engineering  South China Univ of Tech  Guangzhou  China
Institution:Yw Zhi-tao Han Da-jian College of Architecture & Civil Engineering,South China Univ. of Tech.,Guangzhou 510640,China
Abstract:IOn the basis of the geometrical meaning of structural reliability index, an optimum model for structural reliability analysis under conditions of normal random variables and abnormal random variables is established. Taking advantage of the existing optimum methods, a solution for the optimum model is proposed. The nonlinear performance function needs not be lined by the proposed method, which improved the accuracy of reliability calculation and extended its suitable range, and a new means for reliability analysis is provided.
Keywords:structure reliability  structure reliability index  optimum model  optimum algorithm  
本文献已被 CNKI 维普 万方数据 等数据库收录!
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