Response Surface Method of Reliability Analysis and its Application in Slope Stability Analysis

被引:37
|
作者
Tan X.-H. [1 ]
Shen M.-F. [1 ]
Hou X.-L. [1 ]
Li D. [1 ]
Hu N. [1 ]
机构
[1] School of Resources and Environmental Engineering, Hefei University of Technology, Hefei
基金
中国博士后科学基金;
关键词
First-order reliability method (FORM); Radial basis function network (RBFN); Reliability analysis; Response surface method (RSM); Slope stability analysis; Support vector machine (SVM);
D O I
10.1007/s10706-013-9628-4
中图分类号
学科分类号
摘要
The response surface method (RSM) is a powerful approach for carrying out reliability analysis for complicate engineering with implicit limit state functions. The quality of a response surface mainly depends on the choice of response surface function and the selection of sample points. To investigate the influence of the types of response surface functions and to reduce the computation efforts, two new sampling methods and a hybrid RSM are proposed. In the hybrid RSM, four types of response surface functions and three sampling methods are involved, and each Response surface function can be connected to each sampling method. The four response surface functions are quadratic polynomial without cross terms (PN1), quadratic polynomial with cross terms, radial basic function network (RBFN) and support vector machine (SVM). The three RSMs using the traditional sampling method, the new iterative sampling method and the new experiment design method are RSM1, RSM2 and RSM3, respectively. The accuracy and efficiency of different RSMs are illustrated through three examples. When an iterative method is used for locating sample points, the PN1-based RSM2 is proposed for its accuracy and efficiency. And when an experiment design method is used for locating sample points, the RBFN- or SVM-based RSM3 is suggested because the RBFN or SVM is suitable for global fitting. © 2013 Springer Science+Business Media Dordrecht.
引用
收藏
页码:1011 / 1025
页数:14
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