Effect of response surface parameter variation on structural reliability estimates

By X. Guan, R. Melchers. 2001

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An improved response surface method for the determination of failure probability and importance measures (2004, methodology): “Estimates of failure probability, obtained by this procedure, have been shown to be sensitive to the parameter h and may not always give acceptable approximation to the true failure probability [ 10 ].”
Sensitivity and randomness in homogenization of periodic fiber-reinforced composites via the response function method (2009, methodology): “…be underlined that the idea behind the response function approach is similar to the response surface method (RSM), known from reliability analysis (Xiu-Li and Melchers, 2002), where this function was assumed to be a quadratic polynomial, with or without the mixed terms expressing…”
Probabilistic Analysis Using High Dimensional Model Representation and Fast Fourier Transform (2008, methodology): “A three-span, five-story frame structure, studied by Rahman and Wei [ 34 ], Liu and Der Kiureghian [ 37 ], Guan and Melchers [ 38 ] and Wei and Rahman [ 39 ], is subjected to horizontal loads, as shown in Figure 9 .”