An Improved Moving Least Square Method and
 Application in Structural Reliability Analysis

doi:10.16183/j.cnki.jsjtu.2018.04.010

Abstract

Abstract: A response surface method using moving least square method is applied for structural reliability analysis in this paper. In each iteration, sampling point’s weight is redefined by not only the distance between the point and center point but also the distance between the point and response surface. Meanwhile, current iteration’s influence domain is transformed according to the last response surface obtained from former iterations. Thus, an improved moving least method is proposed and numerical results indicate the improved method has higher accuracy.

Key words: reliability analysis, response surface method (RSM), moving least square method (MLSM), weight, vector project method (VPM)

CLC Number:

TB 114.3

WEI Yifu1,2,KAWAMURA Yasumi3,WANG Deyu1,2,3. An Improved Moving Least Square Method and Application in Structural Reliability Analysis[J]. Journal of Shanghai Jiaotong University, 2018, 52(4): 455-460.

References

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An Improved Moving Least Square Method and Application in Structural Reliability Analysis

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