Decision Support Model for Design of High-Performance Concrete Mixtures Using Two-Phase AHP-TOPSIS Approach

Table 3

Sensitivity analysis output.

Conditions	Criteria weight
				ACI	DOE	FM
1	0.297	0.539	0.164	0.502	0.530	0.439
2	0.164	0.539	0.297	0.514	0.541	0.447
3	0.297	0.164	0.539	0.509	0.509	0.456
4	0.539	0.297	0.164	0.559	0.472	0.542