Multiple Response Surface Method in Analysis of Structural Reliability
YANG Cheng-yong
Zhang Mi
BAI Xiao-liang
Abstract：Based on accuracy analysis of single response surface method, an update method, multiple response surface method, is proposed. Taking a limited state function with two variables as an example, the design and estimation formulas for multiple response surface are worked out, then the accuracy of the new method is compared with JC method, Monte-Carlo method and single response surface method through some typical instances.
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Publication Date：2001-01-01
Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)
Pages：4( 1-4 )