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计算结构可靠度快速实现与并行粗格子法
引用本文:蔡德所,陶俊波,韩媛媛,强跃. 计算结构可靠度快速实现与并行粗格子法[J]. 红水河, 2007, 26(4): 39-43
作者姓名:蔡德所  陶俊波  韩媛媛  强跃
作者单位:三峡大学,湖北,宜昌,443002;广西大学土木建筑工程学院,南宁,530004;广西大学土木建筑工程学院,南宁,530004
摘    要:给出一次二阶矩法、蒙特卡洛法和粒子群算法求解可靠度的MATLAB简便程序.应用划分网格法与避免了维数灾的粗格子法求解几何可靠度;通过并行粗格子法求解可靠度时,将约束优化转化为无约束优化应用了外惩罚函数法.

关 键 词:几何可靠度  MATLAB  粒子群算法  一次二阶矩法  蒙特卡洛法  并行粗格子法
文章编号:1001-408X(2007)04-0039-05
收稿时间:2007-04-16
修稿时间:2007-10-22

Fast Realization Methods and Parallel Coarse Divided Mesh Method for Structure Reliability Calculation
CAI De-suo,TAO Jun-bo,HAN Yuan-yuan,QIANG Yue. Fast Realization Methods and Parallel Coarse Divided Mesh Method for Structure Reliability Calculation[J]. Hongshui River, 2007, 26(4): 39-43
Authors:CAI De-suo  TAO Jun-bo  HAN Yuan-yuan  QIANG Yue
Abstract:MATLAB, a simple and convenient method incorporating first-order second-moment, Monte-Carlo Method and PSO, is developed to calculate structure reliability. It is also proposed to calculate geometric reliability with divided mesh method and coarse divided mesh method that can avoid dimensional disaster. When using parallel coarse divided mesh method to calculate geometric reliability, the exterior penalty function is introduced to transform constrained optimization into unconstrained optimization.
Keywords:geometric reliability   MATLAB   PSO   first-order second-moment   Monte-Carlo Method   parallel coarse divided mesh method
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