Research Article
Risk Evaluation on UHV Power Transmission Construction Project Based on AHP and FCE Method
Table 5
Judgment matrixes and weights of “management risk” criteria.
| Management risk | | | | | | | | | | | | | | | | | Local weight |
| | 1.00 | 0.33 | 0.29 | 0.50 | 0.67 | 0.25 | 0.28 | 0.50 | 0.24 | 0.28 | 0.91 | 0.56 | 0.77 | 0.83 | 0.83 | 0.91 | 0.03 | | 3.00 | 1.00 | 0.91 | 1.20 | 1.50 | 0.67 | 0.71 | 1.30 | 0.40 | 0.67 | 2.50 | 1.80 | 2.00 | 2.20 | 2.30 | 2.50 | 0.07 | | 3.50 | 1.10 | 1.00 | 1.50 | 2.50 | 0.83 | 1.00 | 1.50 | 0.83 | 1.00 | 2.50 | 2.00 | 2.60 | 2.80 | 2.80 | 3.00 | 0.09 | | 2.00 | 0.83 | 0.67 | 1.00 | 1.20 | 0.50 | 0.56 | 1.00 | 0.45 | 0.67 | 1.50 | 1.20 | 1.50 | 1.60 | 1.60 | 1.80 | 0.06 | | 1.50 | 0.67 | 0.40 | 0.83 | 1.00 | 0.33 | 0.45 | 0.77 | 0.29 | 0.40 | 1.30 | 0.83 | 1.10 | 1.20 | 1.20 | 1.30 | 0.04 | | 4.00 | 1.50 | 1.20 | 2.00 | 3.00 | 1.00 | 1.20 | 1.80 | 0.83 | 1.20 | 3.20 | 2.00 | 2.80 | 3.00 | 3.00 | 3.20 | 0.11 | | 3.60 | 1.40 | 1.00 | 1.80 | 2.20 | 0.83 | 1.00 | 1.60 | 0.83 | 1.00 | 2.80 | 1.80 | 2.20 | 2.30 | 2.30 | 2.50 | 0.09 | | 2.00 | 0.77 | 0.67 | 1.00 | 1.30 | 0.56 | 0.63 | 1.00 | 0.50 | 0.56 | 1.80 | 1.10 | 1.50 | 1.60 | 1.60 | 1.80 | 0.06 | | 4.20 | 2.50 | 1.20 | 2.20 | 3.50 | 1.20 | 1.20 | 2.00 | 1.00 | 1.20 | 4.00 | 2.20 | 3.00 | 3.20 | 3.20 | 3.50 | 0.12 | | 3.60 | 1.50 | 1.00 | 1.50 | 2.50 | 0.83 | 1.00 | 1.80 | 0.83 | 1.00 | 2.50 | 1.80 | 2.20 | 2.40 | 2.40 | 2.50 | 0.09 | | 1.10 | 0.40 | 0.40 | 0.67 | 0.77 | 0.31 | 0.36 | 0.56 | 0.25 | 0.40 | 1.00 | 0.67 | 0.83 | 0.91 | 0.91 | 1.00 | 0.03 | | 1.80 | 0.56 | 0.50 | 0.83 | 1.20 | 0.50 | 0.56 | 0.91 | 0.45 | 0.56 | 1.50 | 1.00 | 1.50 | 1.60 | 1.60 | 1.80 | 0.05 | | 1.30 | 0.50 | 0.38 | 0.67 | 0.91 | 0.36 | 0.45 | 0.67 | 0.33 | 0.45 | 1.20 | 0.67 | 1.00 | 1.20 | 1.20 | 1.10 | 0.04 | | 1.20 | 0.45 | 0.36 | 0.63 | 0.83 | 0.33 | 0.43 | 0.63 | 0.31 | 0.42 | 1.10 | 0.63 | 0.83 | 1.00 | 1.00 | 1.10 | 0.04 | | 1.20 | 0.43 | 0.36 | 0.63 | 0.83 | 0.33 | 0.43 | 0.63 | 0.31 | 0.42 | 1.10 | 0.63 | 0.83 | 1.00 | 1.00 | 1.10 | 0.04 | | 1.10 | 0.4 | 0.33 | 0.56 | 0.77 | 0.31 | 0.40 | 0.56 | 0.29 | 0.40 | 1.00 | 0.56 | 0.91 | 0.91 | 0.91 | 1.00 | 0.03 |
| , CI = 0.003697, CR = 0.0023 < 0.1 |
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