The Model of Severity Prediction of Traffic Crash on the Curve

Joint Authors

Xi, Jian-feng
Zhao, Zhong-hao
Liu, Hai-zhu
Cheng, Wei
Ding, Tong-qiang

Source

Mathematical Problems in Engineering

Issue

Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-5, 5 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2014-01-09

Country of Publication

Egypt

No. of Pages

5

Main Subjects

Civil Engineering

Abstract EN

With the study of traffic crashes on curved road segments as the focus of research, a logistic regression based curve road crash severity prediction model was established based on a sample crash database of 20000 entries collected from 4 regions of China and 15 evaluation indicators involving driver, driving environment, and traffic environment factors.

Maximum Likelihood Estimation and step-back technique were deployed for data analysis, the conclusion of which is that the three main contributory factors on curve road crash severity are weather, roadside protection facility, and pavement structure.

Hosmer and Lemeshow tests were used to verify the reliability of the model, and the model variables were discussed to a certain degree as well.

American Psychological Association (APA)

Xi, Jian-feng& Liu, Hai-zhu& Cheng, Wei& Zhao, Zhong-hao& Ding, Tong-qiang. 2014. The Model of Severity Prediction of Traffic Crash on the Curve. Mathematical Problems in Engineering،Vol. 2014, no. 2014, pp.1-5.
https://search.emarefa.net/detail/BIM-501779

Modern Language Association (MLA)

Xi, Jian-feng…[et al.]. The Model of Severity Prediction of Traffic Crash on the Curve. Mathematical Problems in Engineering No. 2014 (2014), pp.1-5.
https://search.emarefa.net/detail/BIM-501779

American Medical Association (AMA)

Xi, Jian-feng& Liu, Hai-zhu& Cheng, Wei& Zhao, Zhong-hao& Ding, Tong-qiang. The Model of Severity Prediction of Traffic Crash on the Curve. Mathematical Problems in Engineering. 2014. Vol. 2014, no. 2014, pp.1-5.
https://search.emarefa.net/detail/BIM-501779

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-501779