Research Article
Analysis and Prediction of the Interval Duration between the First and Second Accidents considering the Spatiotemporal Threshold
Table 4
The importance level of the weight of each variable.
| Three-level indicators | | Sj | Pj |
| Conveniences | 0.062 | 6.2 | 3 | Railway | 0.052 | 5.2 | 3 | Station | 0.052 | 5.2 | 3 | Weather | 0.050 | 5.0 | 3 | Influence distance | 0.049 | 4.9 | 3 | Impact distance of second accident | 0.049 | 4.9 | 3 | Weather at the time of the second accident | 0.049 | 4.9 | 3 | Collision degree | 0.047 | 4.7 | 3 | Severity of second accident collision | 0.047 | 4.7 | 3 | Duration of first accident | 0.045 | 4.5 | 3 | Wind speed | 0.041 | 4.1 | 2 | Traffic light | 0.041 | 4.1 | 2 | Humidity | 0.040 | 4.0 | 2 | Sunrise sunset | 0.040 | 4.0 | 2 | Visibility | -0.037 | 3.7 | 2 | Wind direction | 0.037 | 3.7 | 2 | No thoroughfare | 0.036 | 3.6 | 2 | Working day | 0.033 | 3.3 | 2 | Intersection | 0.033 | 3.3 | 2 | Junction | 0.030 | 3.0 | 2 | No precipitation | 0.030 | 3.0 | 2 | Airport postcode | 0.014 | 1.4 | 2 | Peak period | 0.029 | 2.9 | 1 | Season | 0.028 | 2.8 | 1 | Side | 0.027 | 2.7 | 1 | Whether the second accident occurred during the peak period | 0.027 | 2.7 | 1 | Temperature | ā0.024 | 2.4 | 1 | Air pressure | ā0.018 | 1.8 | 1 |
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