期刊文献+

一种在响应面法中选取样本点的新方法 被引量:14

An new method for selecting sampling points in response surface method
下载PDF
导出
摘要 响应面法中的样本点选取对拟合极限状态曲面的收敛速度及精度至关重要,文中提出了一种区别于通常以插值点为中心展开生成样本点组的新方法:在求解过程中,用插值点逐步替代初始样本点组中距离验算点较远的点,其目的是使所选取的样本点较集中于验算点附近,重新构成下一轮迭代所需的一组样本点,直至满足收敛条件。算例表明,采用新方法可使结构的分析次数显著减少,同时也改善了对于非线性程度很高的极限功能函数求解的收敛性。该方法用于大型复杂结构的可靠度分析中可进一步提高计算效率。 As a approximation method, response surface method (RSM) is widely used to alleviate the computational burden of structural reliability analysis. However, the conventional RSM, whose sampling points are positioned according to interpolate point, seems to be ineffective for the large and complex structural reliability analysis problems. It is important that Positioning sampling points close to the actual limit state surface for both the speed and precision of fitting the actual surface. Therefore, a new strategy for positioning sampling points is proposed in this paper, which in the group of initial sampling points only one point is replaced by interpolate point generated in every iteration step, the point is of the largest distance between the two. Then, a new group of points is formed to perform the next iteration process until the convergence condition is meet. So, only one structural analysis is performed in every iteration step, while 2n+ 1 structural analysis is needed to performed in conventional RSM. Examples are given to demonstrate the advantages of the new method proposed in the paper for both convergence and computational costs. And it is of applicable significance.
出处 《计算力学学报》 CAS CSCD 北大核心 2007年第6期899-903,共5页 Chinese Journal of Computational Mechanics
关键词 结构可靠度 响应面法 极限功能函数 样本点 插值点 structural reliability response surface method limit performance function sampling points interpolate point
  • 相关文献

参考文献5

  • 1BUCHER C G,BOURGUND U. A fast and efficient response surface approach for structural reliability problems[J]. Structure Safety, 1990,7 ( 1 ) .
  • 2SCHUELLER G I. Structural reliability recent advances[A].Int Conf on Structural Safety and Reliability[C]. New York, 1997.
  • 3李国强 李继华.二阶矩阵法-关于相关随机向量的结构可靠度计算.重庆建筑工程学院学报,1987,(1):56-67.
  • 4佟晓利,赵国藩.一种与结构可靠度分析几何法相结合的响应面方法[J].土木工程学报,1997,30(4):51-57. 被引量:117
  • 5余俊 周济.优化方法程序库OPB-1[M].北京:机械工业出版社,1989..

二级参考文献5

  • 1蔡文学,博士学位论文,1995年
  • 2Liu Yingwei,Struct Saf,1994年,16卷,1/2期
  • 3姜弘道,水工结构工程与岩土工程的现代计算方法及程序,1992年
  • 4李国强,重庆建筑工程学院学报,1987年,1期
  • 5匡文起,结构分析实用程序,1987年

共引文献123

同被引文献118

引证文献14

二级引证文献65

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部