Reliability Assessment of Steel-Concrete Composite Beams considering Metal Corrosion Effects

Table 2

Mean estimation with 10,000 Monte Carlo samples of the first and total Sobol’s indices.

Xi	This study		Result of Morio [30]		Error (%)
	Si	STi	Si	STi	Si	STi
X1	0.315	0.577	0.313	0.576	0.63%	0.17%
X2	0.432	0.440	0.434	0.438	0.46%	0.45%
X3	0.001	0.258	0.001	0.254	0.00%	1.55%