Identifying High-Risk Patterns in Single-Vehicle, Single-Occupant Road Traffic Accidents: A Novel Pattern Recognition Approach
Abstract
1. Introduction
1.1. Relevance and Problem Statement
1.2. Literature Review
1.3. Research Question and Scope
2. Methods
2.1. Data Preparation for Pattern Recognition
2.2. Accident-Related Variables
- Casualties: minor injury, severe injury, death at accident site, death within 30 days,
- Severe casualties: severe injury, death at accident site, death within 30 days.
2.3. Descriptive Analyses
- is the binomial coefficient, calculated as ,
- is the binomial coefficient for the second row,
- is the binomial coefficient for the total table, where .
2.4. Binomial Logistic Regression
- is the probability of the outcome being severe casualty,
- is the probability of the outcome being a non-severe casualty,
- is the log-odds of the outcome occurring (severe casualties),
- is the intercept term, representing the log-odds of severe casualties when all predictors are zero,
- are coefficients associated with each accident-related predictor variable, . These coefficients indicate the strength and direction of the relationship between each variable and the likelihood of severe casualties.
2.5. PATTERMAX Method
- is the number of entries in the dataset ,
- is the number of binary variables in each entry,
- represents the i-th entry in the dataset ,
- is the position in the entry where the is checked,
- is an indicator function that returns 1 if the substring exactly matches from position to , and 0 otherwise.
2.6. Blackpattern Impact Analysis
- represents the logistic regression coefficient for each variable in the ,
- is the frequency of the ,
- is the phi coefficient, which measures the strength of the association between the and the outcome,
- is the -value from Fisher’s exact test, indicating the statistical significance of the association between the and the outcome.
3. Results
3.1. Descriptive Analyses Results
3.2. Logistic Regression Analysis Results
3.3. PATTERMAX Method Results
3.4. Blackpattern Impact Analysis Results
4. Discussion
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
Appendix A. Descriptive Analysis Results
Variable | Casualties n | Severe Casualties n | P (X ∩ SC) % | Fisher’s Exact Test p | Phi Coefficient ϕ | MCV n | |
---|---|---|---|---|---|---|---|
Sex | Male | 11,576 | 2458 | 12.11% | 0.000 | 0.133 | 817 |
Female | 8706 | 972 | 4.79% | 0.000 | −0.133 | 1.132 | |
Unknown sex | 11 | 1 | - | - | - | - | |
Age class | 16 to 18 years | 1465 | 162 | 0.80% | 0.000 | −0.044 | 171 |
19 to 24 years | 6547 | 806 | 3.97% | 0.000 | −0.085 | 1.132 | |
25 to 34 years | 4323 | 697 | 3.43% | 0.120 | −0.011 | 830 | |
35 to 44 years | 2488 | 468 | 2.31% | 0.008 | 0.019 | 432 | |
45 to 54 years | 2180 | 476 | 2.35% | 0.000 | 0.046 | 382 | |
55 to 64 years | 1404 | 323 | 1.59% | 0.000 | 0.044 | 212 | |
64 and older | 1878 | 499 | 2.46% | 0.000 | 0.082 | 303 | |
Unknown age class | 8 | - | - | - | - | - | |
* DL | No driving licence | 356 | 94 | 0.46% | 0.020 | 0.034 | 15 |
Probationary driving licence | 2805 | 303 | 1.49% | 0.000 | −0.065 | 391 | |
Impairment | Alcohol | 2858 | 481 | 2.37% | 0.934 | −0.001 | 246 |
Distraction | 2369 | 431 | 2.12% | 0.079 | 0.012 | 93 | |
Fatigue | 1518 | 317 | 1.56% | 0.000 | 0.030 | 134 | |
Health | 432 | 91 | 0.45% | 0.021 | 0.016 | 38 | |
Drugs | 66 | 15 | 0.07% | 0.247 | 0.009 | 3 | |
Medicines | 50 | 10 | 0.05% | 0.570 | 0.004 | 2 | |
Excitation | 7 | 2 | 0.01% | 0.337 | 0.006 | 1 | |
Driving manoeuvres | Speeding | 3608 | 579 | 2.85% | 0.136 | −0.011 | 131 |
Skidding | 1823 | 239 | 1.18% | 0.000 | −0.032 | 80 | |
Hitting an obstacle next to road | 1512 | 280 | 1.38% | 0.086 | 0.012 | 35 | |
Hitting the guardrail | 1378 | 181 | 0.89% | 0.000 | −0.027 | 37 | |
Hitting a tree | 1217 | 318 | 1.57% | 0.000 | 0.062 | 23 | |
Misconduct by pedestrians | 503 | 79 | 0.39% | 0.505 | −0.005 | 12 | |
Hit and run | 371 | 53 | 0.26% | 0.186 | −0.010 | 22 | |
Sudden braking | 149 | 11 | 0.05% | 0.002 | −0.022 | 9 | |
Overtaking | 147 | 26 | 0.13% | 0.834 | 0.002 | 8 | |
Cutting curves | 128 | 27 | 0.13% | 0.194 | 0.009 | 4 | |
Hitting an obstacle on the road | 117 | 6 | 0.03% | 0.001 | −0.024 | 7 | |
Changing lanes | 58 | 9 | 0.04% | 1.000 | −0.002 | 3 | |
Inadequate safety distance | 38 | 7 | 0.03% | 0.828 | 0.002 | 1 | |
Reverse driving | 26 | 6 | 0.03% | 0.429 | 0.006 | 2 | |
Phoning | 25 | 7 | 0.03% | 0.175 | 0.010 | 1 | |
Turning around | 22 | 4 | 0.02% | 0.780 | 0.001 | 3 | |
Fall from the vehicle | 22 | 11 | 0.05% | 0.000 | 0.029 | 2 | |
Getting in lane | 18 | 4 | 0.02% | 0.529 | 0.004 | 1 | |
Disregarding driving direction | 16 | 2 | 0.01% | 1.000 | −0.003 | 1 | |
Priority violation | 15 | 4 | 0.02% | 0.302 | 0.007 | 1 | |
Driving towards left-hand side of road | 9 | 3 | 0.01% | 0.184 | 0.009 | 1 | |
Forbidden overtaking | 8 | 2 | 0.01% | 0.630 | 0.004 | 1 | |
Hitting a moving vehicle | 8 | 0 | 0.00% | 0.367 | −0.009 | 2 | |
Disregarding driving ban | 5 | 2 | 0.01% | 0.201 | 0.010 | 1 | |
Driving in parallel | 5 | 1 | 0.00% | 1.000 | 0.604 | 1 | |
Opening the vehicle door | 5 | 2 | 0.01% | 0.201 | 0.010 | 1 | |
Hitting a stationary vehicle | 3 | 0 | 0.00% | 1.000 | −0.005 | 1 | |
Wrong-way driver | 1 | 0 | 0.00% | 1.000 | −0.003 | 1 | |
Disregarding red light | 1 | 0 | 0.00% | 1.000 | −0.003 | 1 | |
Dangerous stopping and parking | 0 | 0 | - | - | - | - | |
Disregarding turning ban | 0 | 0 | - | - | - | - | |
Missing indication of direction change | 0 | 0 | - | - | - | - | |
Driving against one-way | 0 | 0 | - | - | - | - | |
** ST | Driving without mandatory light | 0 | 0 | - | - | - | - |
No safety belt applied | 1401 | 699 | 3.44% | 0.000 | 0.240 | 60 |
Variable | Casualties n | Severe Casualties n | P (X ∩ SC) % | Fisher’s Exact Test p | Phi Coefficient ϕ | MCV n | |
---|---|---|---|---|---|---|---|
Engine power (kW) | 0–24 kW | 11 | 3 | 0.01% | 0.411 | 0.006 | 2 |
24–90 kW | 15,412 | 2.393 | 11.79% | 0.000 | −0.066 | 975 | |
90–110 | 1928 | 413 | 2.04% | 0.000 | 0.039 | 201 | |
110+ | 1947 | 448 | 2.21% | 0.000 | 0.053 | 256 | |
Kilometrage (km) | 0 to 15.000 | 156 | 24 | 0.12% | 0.662 | −0.004 | 13 |
15.000 to 75.000 | 605 | 89 | 0.44% | 0.154 | −0.010 | 51 | |
75.000 to 100.000 | 387 | 70 | 0.34% | 0.541 | .004 | 33 | |
100.000 to 150.000 | 663 | 104 | 0.51% | 0.428 | −0.006 | 44 | |
150.000 to 200.000 | 942 | 176 | 0.87% | 0.141 | 0.010 | 56 | |
Vehicle colour | Beige | 18 | 3 | 0.01% | 1.000 | 0.000 | 5 |
Blue | 3166 | 478 | 2.36% | 0.003 | −0.021 | 868 | |
Brown | 193 | 35 | 0.17% | 0.637 | 0.003 | 52 | |
Bronze | 1 | 0 | 0.00% | 1.000 | −0.003 | 1 | |
Dark | 30 | 6 | 0.03% | 0.626 | 0.003 | 6 | |
Yellow | 129 | 18 | 0.09% | 0.408 | −0.006 | 37 | |
Gold | 18 | 3 | 0.01% | 1.000 | 0.000 | 5 | |
Grey | 2702 | 462 | 2.28% | 0.784 | 0.002 | 770 | |
Green | 1219 | 262 | 1.29% | 0.000 | 0.031 | 281 | |
Bright | 8 | 2 | 0.01% | 0.630 | 0.004 | 2 | |
Orange | 130 | 24 | 0.12% | 0.647 | 0.003 | 41 | |
Red | 2272 | 381 | 1.88% | 0.857 | −0.001 | 602 | |
Black | 3981 | 652 | 3.21% | 0.334 | −0.007 | 958 | |
Silver | 716 | 136 | 0.67% | 0.127 | 0.011 | 146 | |
Purple | 49 | 8 | 0.04% | 1.000 | −0.001 | 11 | |
White | 1907 | 323 | 1.59% | 0.977 | 0.000 | 497 | |
Others | 1 | 1 | 0.00% | 0.169 | 0.016 | 1 | |
Vehicle safety | Insufficient vehicle security | 16 | 6 | 0.03% | 0.040 | 0.015 | 2 |
Insufficient load securing | 6 | 0 | 0.00% | 0.598 | −0.008 | 1 | |
Technical defects | 102 | 15 | 0.07% | 0.682 | −0.004 | 6 | |
Vehicle fire | 18 | 11 | 0.05% | 0.000 | 0.035 | 1 | |
Airbag not deployed | 8.138 | 819 | 4.04% | 0.000 | −0.149 | 975 |
Variable | Casualties n | Severe Casualties n | P (X ∩ SC) % | Fisher’s Exact Test p | Phi Coefficient ϕ | MCV n | |
---|---|---|---|---|---|---|---|
Speed limit (km/h) | Driving ban | 2270 | 380 | 1.87% | 0.833 | −0.002 | 350 |
5 | 1 | 1 | 0.00% | 0.169 | 0.016 | 1 | |
10 | 1 | 0 | 0.00% | 1.000 | −0.003 | 1 | |
20 | 2 | 0 | 0.00% | 1.000 | −0.004 | 1 | |
30 | 173 | 33 | 0.16% | 0.479 | 0.005 | 13 | |
40 | 40 | 8 | 0.04% | 0.533 | 0.004 | 6 | |
50 | 505 | 71 | 0.35% | 0.095 | −0.012 | 56 | |
60 | 334 | 55 | 0.27% | 0.877 | −0.002 | 43 | |
70 | 1421 | 218 | 1.07% | 0.108 | −0.011 | 321 | |
80 | 1231 | 192 | 0.95% | 0.225 | −0.009 | 222 | |
90 | 3 | 0 | 0.00% | 1.000 | −0.005 | 1 | |
100 | 12,292 | 2148 | 10.58% | 0.008 | 0.019 | 2.232 | |
110 | 35 | 4 | 0.02% | 0.502 | −0.006 | 10 | |
120 | 2 | 0 | 0.00% | 1.000 | −0.004 | 1 | |
130 | 1983 | 321 | 1.58% | 0.377 | −0.006 | 488 | |
Road type | Highway | 2593 | 417 | 2.05% | 0.239 | −0.008 | 488 |
Expressway | 595 | 80 | 0.39% | 0.024 | −0.016 | 82 | |
Country road | 14,457 | 2416 | 11.91% | 0.247 | −0.008 | 2.232 | |
Other roads | 2220 | 463 | 2.28% | 0.000 | 0.037 | 248 | |
Intersection | 439 | 62 | 0.31% | 0.125 | −0.011 | 62 | |
Roundabout | 68 | 16 | 0.08% | 0.146 | 0.010 | 11 | |
Road characteristics | Deceleration lane | 10 | 2 | 0.01% | 0.681 | 0.002 | 1 |
Acceleration lane | 3 | 1 | 0.00% | 0.426 | 0.005 | 1 | |
One-way | 144 | 33 | 0.16% | 0.054 | 0.014 | 26 | |
Construction site | 157 | 21 | 0.10% | 0.286 | −0.008 | 10 | |
Cycle path | 4 | 0 | 0.00% | 1.000 | −0.006 | 1 | |
Crosswalk | 3 | 0 | 0.00% | 1.000 | −0.006 | 1 | |
Pedestrian and cycle path | 10 | 2 | 0.01% | 0.681 | 0.002 | 3 | |
Parking lane | 7 | 0 | 0.00% | 0.610 | −0.008 | 1 | |
Secondary lane | 5 | 1 | 0.00% | 1.000 | 0.001 | 1 | |
Hard shoulder | 45 | 9 | 0.04% | 0.551 | 0.004 | 7 | |
Banquet | 123 | 22 | 0.11% | 0.729 | 0.002 | 22 | |
Straight road | 11,507 | 2095 | 10.32% | 0.000 | 0.040 | 2.232 | |
Tunnel | 89 | 26 | 0.13% | 0.004 | 0.022 | 8 | |
Gallery | 15 | 8 | 0.04% | 0.001 | 0.026 | 1 | |
Rest area | 26 | 6 | 0.03% | 0.429 | 0.006 | 2 | |
Traffic island | 81 | 18 | 0.09% | 0.233 | 0.009 | 4 | |
Underpass | 32 | 7 | 0.03% | 0.476 | 0.005 | 3 | |
Middle separation | 777 | 104 | 0.51% | 0.008 | −0.019 | 137 | |
Bridge | 157 | 41 | 0.20% | 0.003 | 0.022 | 7 | |
Curve | 8.399 | 1264 | 6.23% | 0.000 | −0.042 | 1.437 | |
Narrow lane | 30 | 8 | 0.04% | 0.149 | 0.010 | 3 | |
Entry or exit | 57 | 17 | 0.08% | 0.019 | 0.018 | 5 | |
Tram or bus station | 8 | 2 | 0.01% | 0.630 | 0.004 | 1 | |
Road condition | Dry road | 10,441 | 2126 | 10.48% | 0.000 | 0.095 | 2.232 |
Wet road | 5705 | 872 | 4.30% | 0.000 | −0.27 | 1.225 | |
Sand or grit on the road | 297 | 48 | 0.24% | 0.809 | −0.002 | 56 | |
Wintry conditions | 3771 | 370 | 1.82% | 0.000 | −0.090 | 938 | |
Other conditions (oil, soil) | 95 | 17 | 0.08% | 0.796 | 0.002 | 16 | |
TL * | Traffic light in full operation | 29 | 2 | 0.01% | 0.213 | −0.010 | 4 |
Variable | Casualties n | Severe Casualties n | P (X ∩ SC) % | Fisher’s Exact Test p | Phi Coefficient ϕ | MCV n | |
---|---|---|---|---|---|---|---|
Time | 12 a.m. to 6 a.m. | 3367 | 713 | 3.51% | 0.000 | 0.051 | 245 |
6 a.m. to 12 p.m. | 6283 | 889 | 4.38% | 0.000 | −0.049 | 586 | |
12 p.m. to 6 p.m. | 5915 | 956 | 4.71% | 0.070 | −0.013 | 578 | |
6 p.m. to 12 a.m. | 4728 | 873 | 4.30% | 0.001 | 0.023 | 368 | |
WD * | Mon to Thu | 11,131 | 1788 | 8.81% | 0.000 | −0.025 | 586 |
Fri to Sun | 9162 | 1643 | 8.10% | 0.000 | 0.025 | 430 | |
Season | Spring | 4279 | 774 | 3.81% | 0.021 | 0.016 | 435 |
Summer | 4821 | 896 | 4.42% | 0.000 | 0.025 | 578 | |
Autumn | 4802 | 885 | 4.36% | 0.001 | 0.023 | 394 | |
Winter | 6391 | 876 | 4.32% | 0.000 | −0.58 | 586 | |
Weather condition | Clear or overcast weather | 15,541 | 2797 | 13.78% | 0.000 | 0.053 | 586 |
Rain | 3.013 | 458 | 2.26% | 0.007 | −0.019 | 110 | |
Hail, freezing rain | 124 | 17 | 0.08% | 0.398 | −0.007 | 12 | |
Snow | 1913 | 175 | 0.86% | 0.000 | −0.067 | 147 | |
Fog | 636 | 102 | 0.50% | 0.588 | −0.004 | 37 | |
High wind | 377 | 52 | 0.26% | 0.113 | −0.011 | 17 | |
Light condition | Daylight | 11,546 | 1790 | 8.82% | 0.000 | −0.043 | 586 |
Dusk or dawn | 1604 | 266 | 1.31% | 0.753 | −0.003 | 111 | |
Darkness | 6.828 | 1311 | 6.46% | 0.000 | 0.044 | 368 | |
Artificial light | 571 | 93 | 0.46% | 0.730 | −0.003 | 15 | |
Limited visibility | 7 | 0 | 0.00% | 0.610 | −0.008 | 1 | |
Glare from the sun | 109 | 24 | 0.12% | 0.156 | 0.010 | 8 |
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Driver | Vehicle | Roadway | Situation |
---|---|---|---|
|
|
|
|
BIS Features | Description |
---|---|
High Frequency | Blackpatterns that occur frequently in the dataset are prioritized. |
High Impact | Blackpatterns with variables that have a strong influence on severe casualties are emphasized. |
Strong Association | Blackpatterns that are statistically significant in their association with severe casualties are given higher priority. |
Variable | Regression Coefficient β | Standard Error SEM | p | exp(β) |
---|---|---|---|---|
No safety belt applied | 1.612 | 0.062 | 0.000 | 5.015 |
Gallery | 1.522 | 0.589 | 0.010 | 4.583 |
Vehicle fire | 1.394 | 0.541 | 0.010 | 4.029 |
Hitting an obstacle on the road | 1.222 | 0.426 | 0.004 | 3.394 |
Age class 16 to 18 | 0.840 | 0.104 | 0.000 | 2.317 |
Airbag not deployed | 0.803 | 0.046 | 0.000 | 2.233 |
Bridge | 0.773 | 0.197 | 0.000 | 2.166 |
Age class 19 to 24 | 0.743 | 0.057 | 0.000 | 2.101 |
Sudden braking | 0.693 | 0.324 | 0.032 | 2.000 |
Alcohol | 0.650 | 0.062 | 0.000 | 1.916 |
Hit and run | 0.552 | 0.161 | 0.001 | 1.737 |
Tunnel | 0.515 | 0.258 | 0.046 | 1.674 |
One-way | 0.507 | 0.219 | 0.020 | 1.660 |
Age class 25 to 34 | 0.492 | 0.057 | 0.000 | 1.635 |
Male driver | 0.491 | 0.045 | 0.000 | 1.634 |
Intersection | 0.450 | 0.148 | 0.002 | 1.569 |
Other road variables | 0.397 | 0.082 | 0.000 | 1.487 |
Wintry conditions | 0.380 | 0.070 | 0.000 | 1.462 |
Hitting a tree | 0.365 | 0.075 | 0.000 | 1.441 |
Age class 35 to 44 | 0.308 | 0.065 | 0.000 | 1.361 |
0 a.m. to 6 a.m. | 0.307 | 0.058 | 0.000 | 1.359 |
Vehicle colour: green | 0.275 | 0.078 | 0.000 | 1.317 |
County road | 0.247 | 0.062 | 0.000 | 1.280 |
Dry road | 0.232 | 0.047 | 0.000 | 1.261 |
Curve | 0.180 | 0.043 | 0.000 | 1.198 |
Engine power 24–90 kW | 0.175 | 0.046 | 0.000 | 1.192 |
Probationary driving licence | 0.166 | 0.078 | 0.033 | 1.181 |
Darkness | 0.165 | 0.049 | 0.001 | 1.180 |
Drifting left | 0.147 | 0.041 | 0.000 | 1.158 |
Speed limit 100 km/h | 0.114 | 0.046 | 0.013 | 1.120 |
Hitting a guardrail | −0.313 | 0.091 | 0.001 | 0.731 |
Speed limit 50 km/h | −0.329 | 0.144 | 0.022 | 0.719 |
Constant | −9.285 | 0.611 | 0.000 |
BP ID | BP Variables | Fisher’s Exact Test p | Phi Coefficient ϕ | Frequency n |
---|---|---|---|---|
BP1 | speed limit 130 km/h, highway, right drift, male driver | 0.001 | 0.027 | 44 |
BP2 | speed limit 100 km/h, country road, left drift, male driver | 0.000 | 0.032 | 41 |
BP3 | speed limit 100 km/h, country road, curve, left drift, male driver | 0.011 | 0.020 | 30 |
BP4 | country road, right drift, female driver | 0.042 | 0.015 | 28 |
BP5 | speed limit 100 km/h, country road, left drift, male driver, fatigue | 0.001 | 0.028 | 20 |
BP6 | speed limit 130 km/h, highway, drifting right, male driver, fatigue | 0.040 | 0.015 | 16 |
BP7 | speed limit 100 km/h, country road, wet road, age 25–34, right drift, male driver | 0.001 | 0.027 | 12 |
BP8 | speed limit 100 km/h, country road, left drift, male driver, no safety belt applied | 0.000 | 0.031 | 10 |
BP9 | speed limit 100 km/h, country road, darkness, right drift, male driver | 0.003 | 0.026 | 10 |
B10 | speed limit 80 km/h, country road, right drift, male driver | 0.016 | 0.020 | 10 |
BP ID | BP Frequency n | BP Fisher’s Exact Test p | BP Phi Coefficient ϕ | BP Variables and Their Regression Coefficients β | BIS | |||||
---|---|---|---|---|---|---|---|---|---|---|
BP1 | 44 | 0.001 | 0.027 | Speed limit 130 km/h | Highway | Right drift | Male driver | 628.4 | ||
0 | 0 | 0 | 0.491 | |||||||
BP2 | 41 | 0.001 | 0.032 | Speed limit 100 km/h | Country road | Left drift | Male driver | 804.7 | ||
0.114 | 0.247 | 0.147 | 0.491 | |||||||
BP3 | 30 | 0.011 | 0.020 | Speed limit 100 km/h | Country road | curve | Left drift | Male driver | 194.9 | |
0.114 | 0.247 | 0.180 | 0.147 | 0.491 | ||||||
BP4 | 28 | 0.042 | 0.015 | Country road | Right drift | Female driver | 50.1 | |||
0.247 | 0 | 0 | ||||||||
BP5 | 20 | 0.001 | 0.028 | Speed limit 100 km/h | Country road | Left drift | Male driver | Fatigue | 167.6 | |
0.114 | 0.247 | 0.147 | 0.491 | 0 | ||||||
BP6 | 16 | 0.040 | 0.015 | Speed limit 130 km/h | Highway | Right drift | Male driver | Fatigue | 37.1 | |
0 | 0 | 0 | 0.491 | 0 | ||||||
BP7 | 12 | 0.001 | 0.027 | Speed limit 100 km/h | Country road | Wet road | Age 25–34 | Right drift | Male driver | 141.8 |
0.114 | 0.247 | 0 | 0.492 | 0 | 0.491 | |||||
BP8 | 10 | 0.000 | 0.031 | Speed limit 100 km/h | Country road | Left drift | Male driver | No safety belt | 982.9 | |
0.114 | 0.247 | 0.147 | 0.491 | 1.612 | ||||||
BP9 | 10 | 0.003 | 0.026 | Speed limit 100 km/h | Country road | Darkness | Right drift | Male driver | 71.6 | |
0.114 | 0.247 | 0.165 | 0 | 0.491 | ||||||
BP10 | 10 | 0.016 | 0.020 | Speed limit 80 km/h | Country road | Right drift | Male driver | 38.3 | ||
0 | 0.247 | 0 | 0.491 |
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Fian, T.; Hauger, G. Identifying High-Risk Patterns in Single-Vehicle, Single-Occupant Road Traffic Accidents: A Novel Pattern Recognition Approach. Appl. Sci. 2024, 14, 8902. https://doi.org/10.3390/app14198902
Fian T, Hauger G. Identifying High-Risk Patterns in Single-Vehicle, Single-Occupant Road Traffic Accidents: A Novel Pattern Recognition Approach. Applied Sciences. 2024; 14(19):8902. https://doi.org/10.3390/app14198902
Chicago/Turabian StyleFian, Tabea, and Georg Hauger. 2024. "Identifying High-Risk Patterns in Single-Vehicle, Single-Occupant Road Traffic Accidents: A Novel Pattern Recognition Approach" Applied Sciences 14, no. 19: 8902. https://doi.org/10.3390/app14198902
APA StyleFian, T., & Hauger, G. (2024). Identifying High-Risk Patterns in Single-Vehicle, Single-Occupant Road Traffic Accidents: A Novel Pattern Recognition Approach. Applied Sciences, 14(19), 8902. https://doi.org/10.3390/app14198902