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基于最小范数点的响应面方法
引用本文:夏雨,康哲民,张泽俊,刘靖,罗臻.基于最小范数点的响应面方法[J].计算力学学报,2019,36(6):800-806.
作者姓名:夏雨  康哲民  张泽俊  刘靖  罗臻
作者单位:广西科技大学 土木建筑工程学院, 柳州 545006,广西科技大学 土木建筑工程学院, 柳州 545006,广西科技大学 土木建筑工程学院, 柳州 545006,广西科技大学 土木建筑工程学院, 柳州 545006,广西科技大学 土木建筑工程学院, 柳州 545006
基金项目:国家自然科学基金(51569005;51469005);广西自然科学基金(2015GXNSFAA139279;广西高校中青年教师基础能力提升项目(KY2016YB258;2018KY0318);广西科技大学研究生教育创新计划(GKYC201711)资助项目.
摘    要:针对传统的响应面法难以实现大范围精度近似,可靠度计算效率和精度偏低的问题,本文从可靠度指标的几何意义入手,提出一种基于最小范数点的改进响应面方法。该方法在响应面上的最小范数点附近选取新的试验点,再对这些样本点进行二次多项式插值校正,从而构建出更加逼近极限状态方程的响应面形式,一定程度上提高了计算的精度。另一方面,本文引入了一种双重收敛准则进行判断性评估,能够有效地节省迭代的过程,提高计算效率。最后,算例分析验证了本文方法的合理性和适用性。

关 键 词:响应面法  最小范数点  二次插值  结构可靠度  选点方案
收稿时间:2018/10/26 0:00:00
修稿时间:2019/3/5 0:00:00

Response surface method based on minimum norm point for structure reliability analysis
XIA Yu,KANG Zhe-min,ZHANG Ze-jun,LIU Jing,LUO Zhen.Response surface method based on minimum norm point for structure reliability analysis[J].Chinese Journal of Computational Mechanics,2019,36(6):800-806.
Authors:XIA Yu  KANG Zhe-min  ZHANG Ze-jun  LIU Jing  LUO Zhen
Institution:School of Architecture and Civil Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China,School of Architecture and Civil Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China,School of Architecture and Civil Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China,School of Architecture and Civil Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China and School of Architecture and Civil Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China
Abstract:It is difficult to achieve high precision using the traditional response surface method,which suffers from low reliability calculation efficiency and accuracy.The proposed method starts with the geometric significance of the reliability index and proposes a method based on the minimum norm point to improve the response surface.New test points are selected near the minimum norm point on the response surface.These sample points are improved by two polynomial interpolations.Then,a better response surface is constructed which is closer to that for the limit state equation.It improves the accuracy of the calculation.In addition,the proposed method introduces a dual convergence criterion for evaluation.It can not only effectively shorten the iterative process,but also improve its efficiency.At last,numerical examples are given to show the advantages and applicability of the proposed method.
Keywords:response surface method  minimum norm point  quadratic interpolation  structural reliability  selection scheme
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