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基于逐步回归分析的随机响应面法
引用本文:杨绿峰,杨显峰,余波,李朝阳.基于逐步回归分析的随机响应面法[J].计算力学学报,2013,30(1):88-93.
作者姓名:杨绿峰  杨显峰  余波  李朝阳
作者单位:1. 广西大学土木建筑工程学院工程防灾与结构安全教育部重点实验室,南宁530004;广西壮族自治区住房和城乡建设厅,南宁530028
2. 广西大学土木建筑工程学院工程防灾与结构安全教育部重点实验室,南宁,530004
基金项目:国家自然科学基金(51168003);广西自然科学基金(桂科自0991020Z)资助项目.
摘    要:制约随机响应面法广泛应用的重要原因在于响应面展开式中的待定系数过多,计算效率不高.本文研究建立了改进的随机响应面法.首先,利用Nataf变换将给定边缘累积分布函数的相关随机变量转变为独立标准正态随机变量,进而将结构随机响应量描述为独立标准正态随机变量的混沌多项式展开式;然后,根据线性无关原则选取最优概率配点,并引入逐步回归分析剔除响应面展开项中的次要项,从而大幅减少展开式中的待定系数.算例分析表明,该方法具有较高的计算精度和效率.

关 键 词:随机响应面法  Nataf变换  逐步回归  线性无关原则
收稿时间:9/2/2011 12:00:00 AM
修稿时间:9/3/2012 12:00:00 AM

Improved stochastic response surface method based on stepwise regression analysis
YANG Lu-feng,YANG Xian-feng,YU Bo and LI Zhao-yang.Improved stochastic response surface method based on stepwise regression analysis[J].Chinese Journal of Computational Mechanics,2013,30(1):88-93.
Authors:YANG Lu-feng  YANG Xian-feng  YU Bo and LI Zhao-yang
Institution:Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, School of Civil Engineering & Architecture, Guangxi University, Nanning 530004, China;Agency of Housing and Urban-Rural Development, Guangxi Autonomous Zhuang Region, Nanning 530028, China;Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, School of Civil Engineering & Architecture, Guangxi University, Nanning 530004, China;Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, School of Civil Engineering & Architecture, Guangxi University, Nanning 530004, China;Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, School of Civil Engineering & Architecture, Guangxi University, Nanning 530004, China
Abstract:An improved stochastic response surface method was proposed based on the stepwise regression analysis.The correlated random variables given the marginal cumulative distribution function were transformed into the independent standard normal variables according to the Nataf transformation,while the stochastic response of complex structure was expressed as the polynomial chaos expansion of independent standard normal variables.The optimal probabilistic collocation points were selected based on the linear independent criterion and the insignificant expansion terms were eliminated efficiently by the stepwise regression analysis.The numerical results show that the proposed method can reduce the probabilistic collocation points and unknown coefficients of polynomial expansion significantly on the condition of ensuring calculation accuracy.
Keywords:stochastic response surface method  Nataf transformation  stepwise regression  linear independent criterion
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