Research Article
Analysis and Prediction of the Interval Duration between the First and Second Accidents considering the Spatiotemporal Threshold
Table 2
Correspondence table of variable and codes.
| Code | Variable | Code | Variable |
| X1 | Collision degree | X15 | Station | X2 | Influence distance | X16 | No thoroughfare | X3 | Side | X17 | Traffic light | X4 | Airport postcode | X18 | Sunrise sunset | X5 | Temperature | X19 | Working day | X6 | Humidity | X20 | No precipitation | X7 | Pressure | X21 | Season | X8 | Visibility | X22 | Peak period | X9 | Wind direction | X23 | The weather | X10 | Wind speed | X24 | Impact distance of second accident | X11 | Conveniences | X25 | Severity of second accident collision | X12 | Intersection | X26 | Whether the second accident occurred during the peak period | X13 | Junction | X27 | Weather at the time of the second accident | X14 | Railway | X28 | Duration of first accident |
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