Research Article
Study on Identifying Significant Risk Sources during Bridge Construction Based on Grey Entropy Correlation Analysis Method
Table 7
Initial image of risk sources in construction of the Yinzhou Lake Bridge.
| Engineering | Risk event | Risk source | Design | Mechanical | Operating | Environment | Material | Management |
| A1 | B1 | C1 | 0.409 | 0.546 | 0.409 | 0.409 | 0.818 | 0.136 | C2 | 0.546 | 0.273 | 0.818 | 0.136 | 0.409 | 0.546 | C3 | 0.106 | 0.424 | 0.849 | 0.106 | 0.106 | 0.531 | C4 | 1.676 | 0.106 | 0.106 | 0.021 | 0.106 | 0.106 | B2 | C5 | 0.300 | 0.300 | 1.140 | 0.060 | 1.140 | 0.060 | C6 | 0.600 | 0.075 | 0.600 | 0.075 | 0.075 | 0.075 | C7 | 0.980 | 0.070 | 0.980 | 0.070 | 0.700 | 0.700 | C8 | 0.700 | 0.050 | 0.625 | 0.050 | 0.500 | 0.575 | C9 | 0.200 | 0.920 | 0.600 | 0.040 | 0.200 | 0.040 | B3 | C10 | 0.180 | 0.683 | 0.503 | 0.036 | 0.036 | 0.360 | C11 | 0.462 | 0.046 | 0.647 | 0.046 | 0.878 | 0.231 | C12 | 0.154 | 0.031 | 0.308 | 0.154 | 0.431 | 0.462 | C13 | 0.334 | 0.668 | 1.001 | 0.334 | 0.334 | 0.668 | C14 | 0.308 | 0.616 | 0.924 | 0.308 | 0.308 | 0.616 | C15 | 0.385 | 0.128 | 0.770 | 0.128 | 0.770 | 0.385 | C16 | 0.128 | 0.385 | 0.257 | 0.128 | 0.128 | 0.257 | C17 | 0.283 | 0.424 | 0.989 | 0.283 | 0.057 | 0.791 | C18 | 0.103 | 0.411 | 0.883 | 0.041 | 0.041 | 0.575 | B4 | C19 | 0.526 | 0.526 | 2.104 | 0.263 | 0.263 | 1.578 | C20 | 0.335 | 0.335 | 1.339 | 0.167 | 0.167 | 1.004 | C21 | 0.335 | 0.335 | 1.339 | 0.167 | 0.167 | 1.004 | C22 | 0.167 | 0.335 | 1.105 | 0.067 | 1.004 | 0.669 | B5 | C23 | 0.198 | 0.594 | 1.782 | 0.198 | 0.198 | 0.990 | C24 | 0.509 | 0.255 | 2.036 | 0.255 | 1.527 | 0.509 | C25 | 1.782 | 0.509 | 0.764 | 0.255 | 1.018 | 0.764 | C26 | 1.188 | 0.198 | 0.594 | 0.079 | 1.109 | 0.792 | B6 | C27 | 0.241 | 0.120 | 0.963 | 0.120 | 0.241 | 0.722 | C28 | 0.385 | 0.193 | 0.482 | 0.096 | 0.193 | 0.578 | C29 | 0.722 | 0.482 | 1.926 | 0.241 | 0.482 | 0.963 | C30 | 0.578 | 0.434 | 0.867 | 0.145 | 0.434 | 0.434 | C31 | 1.084 | 0.434 | 1.517 | 0.434 | 0.217 | 0.650 | C32 | 0.843 | 0.337 | 1.180 | 0.337 | 0.169 | 0.506 | C33 | 0.771 | 0.193 | 1.541 | 0.385 | 0.771 | 0.193 |
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