Chapter
Jun 13, 2024

Clarifying Rear-End Crash Propensity with Spatial Spillover Effect: Artificial Bayes-GLM Method

Publication: International Conference on Transportation and Development 2024

ABSTRACT

Numerous studies have highlighted the significant influence of adjacent geographic units on rear-end crashes, termed as the spatial spillover effect. This paper introduces an innovative systematic model based on Bayes-GLM to illustrate the propensity for rear-end crashes for improving safety countermeasures on a broader scale. The approach integrates hotspot analysis with K-means clustering into the crash causation model, creating a multi-layered strategy, seeking to improve functionality and scalability by systematically screening potential factors contributing to rear-end crashes. It further identifies relationships between the spillover effect and microscopic impacting factors. The primary advantage of employing such an integrated macro- and microscopic approach lies in the swift identification of critical areas. Moreover, a heuristic analysis of vehicle-to-vehicle interactions, reflecting pre-crash behaviors, is systematically connected to the spillover effect. This linkage enables the integration of a larger scale of crash-influencing factors, thereby enhancing the understanding of the rear-end crash occurrence mechanism.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

REFERENCES

NHTSA. NHTSA Estimates for First Nine Months of 2022 Suggest Roadway Fatalities Beginning to Level Off After Two Years of Dramatic Increases. 2023. Retrieved February 2023, from https://www.nhtsa.gov/press-releases/nhtsa-estimates-traffic-deaths-2022-third-quarter#:~:text=The%20National%20Highway%20Traffic%20Safety,the%20same%20time%20in%202021.
Sharafeldin, M., Farid, A., and Ksaibati, K. Injury Severity Analysis of Rear-End Crashes at Signalized Intersections. Sustainability, 2022, 14, 13858.
Bieber, C., and Ramirez, A. Rear-End Collisions: Fault & Compensation. 2022. Retrieved February 2023, from https://www.forbes.com/advisor/legal/auto-accident/rear-end-collision/.
Chen, C., Zhang, G., Yang, J., Milton, J. C., and Alcántara, A. D. 2016. An explanatory analysis of driver injury severity in rear-end crashes using a decision table/Naïve Bayes (DTNB) hybrid classifier. Accident analysis and prevention, 90, 95–107.
Das, A., and Abdel-Aty, M. A. 2011. A combined frequency–severity approach for the analysis of rear-end crashes on urban arterials. Safety science, 49, 1156–1163.
Jo, Y., Oh, C., and Kim, S. 2019. Estimation of heavy vehicle-involved rear-end crash potential using WIM data. Accident analysis and prevention, 128, 103–113.
Moussa, G. S., Owais, M., and Dabbour, E. 2022. Variance-based global sensitivity analysis for rear-end crash investigation using deep learning. Accident analysis and prevention, 165, 106514–106514.
Cicchino, J. B. Effectiveness of forward collision warning and autonomous emergency braking systems in reducing front-to-rear crash rates. Accident Analysis & Prevention, 2017, 99, 142–152.
Wu, Y., Abdel-Aty, M., Park, J., and Zhu, J. 2018. Effects of crash warning systems on rear-end crash avoidance behavior under fog conditions. Transportation research. Part C, Emerging technologies, 95, 481–492.
Dimitriou, L., Stylianou, K., and Abdel-Aty, M. A. Assessing rear-end crash potential in urban locations based on vehicle-by-vehicle interactions, geometric characteristics and operational conditions. Accident Analysis & Prevention, 2018,118, 221–235.
Wang, X., Zhang, X., Guo, F., Gu, Y., and Zhu, X. Effect of daily car-following behaviors on urban roadway rear-end crashes and near-crashes: A naturalistic driving study. Accident Analysis & Prevention, 2022, 164, 106502.
Peng, Y., Wang, X., Peng, S., Huang, H., Tian, G., and Jia, H. Investigation on the injuries of drivers and copilots in rear-end crashes between trucks based on real world accident data in China. Future Generation Computer Systems, 2018, 86, 1251–1258.
Arvin, R., Kamrani, M., and Khattak, A. J. How instantaneous driving behavior contributes to crashes at intersections: Extracting useful information from connected vehicle message data. Accident Analysis & Prevention, 2019, 127, 118–133.
Wang, C., Xu, C., and Dai, Y. A crash prediction method based on bivariate extreme value theory and video-based vehicle trajectory data. Accident Analysis & Prevention, 2019, 123, 365–373.
Lee, J., Yasmin, S., Eluru, N., Abdel-Aty, M., and Cai, Q. Analysis of crash proportion by vehicle type at traffic analysis zone level: A mixed fractional split multinomial logit modeling approach with spatial effects. Accident; Analysis and Prevention, 2018, 111, 12–22. doi:https://doi.org/10.1016/j.aap.2017.11.017.
Lin, W., Wei, H., and Ash, J. E. Modeling spatial spillover effect on intersection crash propensity: a case study at the county level in Ohio, Journal of Transportation Safety & Security, 2022. https://doi.org/10.1080/19439962.2022.2129892.
Cai, Q., Lee, J., Eluru, N., and Abdel-Aty, M. Macro-level pedestrian and bicycle crash analysis: Incorporating spatial spillover effects in dual state count models. Accident; Analysis and Prevention, 2016, 93, 14–22. doi:https://doi.org/10.1016/j.aap.2016.04.018.
Huang, H., Song, B., Xu, P., Zeng, Q., Lee, J., and Abdel-Aty, M. Macro and micro models for zonal crash prediction with application in hot zones identification. Journal of Transport Geography, 2016, 54, 248–256. doi:https://doi.org/10.1016/j.jtrangeo.
Mitra, S., and Washington, S. On the nature of over-dispersion in motor vehicle crash prediction models. Accident Analysis and Prevention, 2007, 39(3), 459–468. doi:https://doi.org/10.1016/j.aap.2006.08.002.
Kumar, C. N., Parida, M., and Jain, S. S. Poisson family regression techniques for prediction of crash counts using Bayesian inference. Procedia - Social and Behavioral Sciences, 2013, 104, 982–991. doi:https://doi.org/10.1016/j.sbspro.2013.11.193.
Aguero-Valverde, J. Direct spatial correlation in crash frequency models: Estimation of the effective range. Journal of Transportation Safety & Security, 2014, 6(1), 21–33. doi:https://doi.org/10.1080/19439962.2013.799108.
Park, M., Lee, D., and Jeon, J. Random parameter negative binomial model of signalized intersections. Mathematical Problems in Engineering, 2016, 1–8. doi:https://doi.org/10.1155/2016/1436364.
Lee, J., Abdel-Aty, M., and Cai, Q. Intersection crash prediction modeling with macro-level data from various geographic units. Accident; Analysis and Prevention, 2017, 102, 213–226. doi:https://doi.org/10.1016/j.aap.2017.03.009.
Reason, J. 1990. Human Error, Cambridge, Cambridge University Press.
Dekker, S., and Hollnagel, E. 2023. Resilience Engineering: New directions for measuring and maintaining safety in complex systems.
USCB. Advanced search. 2020. Retrieved June 2021, from https://data.census.gov/cedsci/.
Bibby, A. Why work from home? Here are 9 big reasons. 2017. Retrieved June 2021, from https://www.flexjobs.com/blog/post/why-work-from-home/.

Information & Authors

Information

Published In

Go to International Conference on Transportation and Development 2024
International Conference on Transportation and Development 2024
Pages: 502 - 514

History

Published online: Jun 13, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

1ART-Engines Transportation Research Laboratory, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH. ORCID: https://orcid.org/0000-0001-7231-8542. Email: [email protected]
Heng Wei, Ph.D., P.E., F.ASCE [email protected]
2Professor and Director, ART-Engines Transportation Research Laboratory, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH. ORCID: https://orcid.org/0000-0001-5308-8593. Email: [email protected]
Zhixia Li, Ph.D. [email protected]
3Associate Professor, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH. ORCID: https://orcid.org/0000-0002-7942-4660. Email: [email protected]
4Ph.D. Candidate, ART-Engines Transportation Research Laboratory, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH. ORCID: https://orcid.org/0000-0002-1395-4933. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy-E-book
$156.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy-E-book
$156.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share