Safety Risk Evaluation of Large and Complex Bridges during Construction Based on the Delphi-Improved FAHP-Factor Analysis Method

Table 9

D₁₂-E fuzzy consistent matrix and relative weight.

D12	E1	E2	E3	E4	W1
E1	0.500	0.523	0.551	0.521	0.262
E2	0.477	0.500	0.528	0.498	0.250
E3	0.449	0.472	0.500	0.470	0.236
E4	0.480	0.503	0.531	0.500	0.252