Modelling of traffic accidents injury severity is a complex task. In the last few years the number and variety of studies that analyse injury severity of traffic accidents have increased considerably. In this paper 19 modelling techniques used to model injury severity of traffic accidents where at least a four-wheeled vehicle is involved have been analysed. The analysis and the comparison between models was performed based on seven criteria (modelling technique, number of records, number of variables, area type, features, injury level and model fit). In general, it is not possible to recommend a method that could be identified as the best one. Each modelling technique has its own limitations and characteristics, awareness of which will help analysts to decide the best method to be used in each particular modelling problem. However, some general conclusions can be established: in most cases the results of models' fits are found to be satisfactory, though not excellent; in the case of data mining models, accuracy improves with balanced datasets; and no correlation was found to exist between the number of accident records and the number of analysed variables.
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October 2013
Research Article|
October 01 2013
Injury severity models for motor vehicle accidents: a review
Randa Oqab Mujalli, MSc Engg;
Randa Oqab Mujalli, MSc Engg
PhD student
TRYSE Research Group. Department of Civil Engineering, University of Granada, Granada, Spain
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Juan de Oña, PhD
Juan de Oña, PhD
Associate Professor
TRYSE Research Group. Department of Civil Engineering, University of Granada, Granada, Spain
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Publisher: Emerald Publishing
Revision Received:
May 05 2011
Accepted:
September 27 2011
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Transport (2013) 166 (5): 255–270.
Article history
Revision Received:
May 05 2011
Accepted:
September 27 2011
Citation
Mujalli RO, de Oña J (2013), "Injury severity models for motor vehicle accidents: a review". Proceedings of the Institution of Civil Engineers - Transport, Vol. 166 No. 5 pp. 255–270, doi: https://doi.org/10.1680/tran.11.00026
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