Research Article
Safety Risk Evaluation of Large and Complex Bridges during Construction Based on the Delphi-Improved FAHP-Factor Analysis Method
Table 7
Risk source score table for the lower part of the Yinzhou lake bridge.
| Project | Risk sources | E1 | E2 | E3 | E4 |
| A | A11 | 0.791 | 0.701 | 0.705 | 0.734 | A12 | 0.789 | 0.776 | 0.746 | 0.697 |
| B | B11 | 0.703 | 0.832 | 0.607 | 0.612 | B12 | 0.817 | 0.822 | 0.714 | 0.734 | B13 | 0.748 | 0.737 | 0.694 | 0.735 | B14 | 0.797 | 0.767 | 0.714 | 0.742 | B15 | 0.784 | 0.801 | 0.718 | 0.780 | B16 | 0.894 | 0.815 | 0.698 | 0.795 |
| C | C11 | 0.795 | 0.795 | 0.707 | 0.749 | C12 | 0.800 | 0.749 | 0.701 | 0.735 | C13 | 0.797 | 0.782 | 0.732 | 0.793 | C14 | 0.816 | 0.816 | 0.750 | 0.841 |
| D | D11 | 0.807 | 0.831 | 0.790 | 0.840 | D12 | 0.755 | 0.809 | 0.689 | 0.801 |
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