Vehicle breakdown duration modelling

This paper analyzes the characteristics of vehicle breakdown duration and the relationship between the duration and vehicle type, time, location, and reporting mechanisms. Two models, one based on fuzzy logic (FL) and the other on artificial neural networks (ANN) were developed to predict the vehicle breakdown duration. One advantage of these methods is that few inputs are needed in the modeling. Moreover, the distribution of the duration does not affect the results of the prediction. Predictions were compared with the actual breakdown durations demonstrating that the ANN model performs better than the FL model. In addition, the paper advocates for a standard way to collect data to improve the accuracy of duration prediction.

[1]  Ebrahim Mamdani,et al.  Applications of fuzzy algorithms for control of a simple dynamic plant , 1974 .

[2]  T F Golob,et al.  An analysis of the severity and incident duration of truck-involved freeway accidents. , 1987, Accident; analysis and prevention.

[3]  J A Lindley,et al.  URBAN FREEWAY CONGESTION: QUANTIFICATION OF THE PROBLEM AND EFFECTIVENESS OF POTENTIAL SOLUTIONS , 1987 .

[4]  S. Usui Neural Computing , 1989, IFIP Congress.

[5]  G. Giuliano INCIDENT CHARACTERISTICS, FREQUENCY, AND DURATION ON A HIGH VOLUME URBAN FREEWAY , 1989 .

[6]  Igor Aleksander,et al.  Introduction to Neural Computing , 1990 .

[7]  Mu-Han Wang,et al.  Modeling freeway incident clearance time , 1991 .

[8]  F Mannering,et al.  Analysis of the frequency and duration of freeway accidents in Seattle. , 1991, Accident; analysis and prevention.

[9]  Clifford Lau,et al.  Neural Networks: Theoretical Foundations and Analysis , 1991 .

[10]  Mark Dougherty,et al.  A REVIEW OF NEURAL NETWORKS APPLIED TO TRANSPORT , 1995 .

[11]  James E. Moore,et al.  Predicting freeway traffic incident duration in an expert system context using fuzzy logic , 1996 .

[12]  Edward C. Sullivan,et al.  NEW MODEL FOR PREDICTING FREEWAY INCIDENTS AND INCIDENT DELAYS , 1997 .

[13]  Haitham Al-Deek,et al.  Estimating Magnitude and Duration of Incident Delays , 1997 .

[14]  S Cohen,et al.  Modelling Incident Duration on an Urban Expressway , 1997 .

[15]  W. Pedrycz,et al.  An introduction to fuzzy sets : analysis and design , 1998 .

[16]  Dušan Teodorović,et al.  FUZZY LOGIC SYSTEMS FOR TRANSPORTATION ENGINEERING: THE STATE OF THE ART , 1999 .

[17]  B. Hellinga,et al.  Real-time , Adaptive Prediction of Incident Delay for Advanced Traffic Management Systems , 1999 .

[18]  Brian Lee Smith,et al.  An investigation into incident duration forecasting for FleetForward , 2000 .

[19]  Fred L. Mannering,et al.  An exploratory hazard-based analysis of highway incident duration , 2000 .

[20]  Hyung Jin Kim,et al.  A COMPARATIVE ANALYSIS OF INCIDENT SERVICE TIME ON URBAN FREEWAYS , 2001 .

[21]  J. L. James,et al.  Proactive traffic management in Wales , 2002 .

[22]  Susan Grant-Muller,et al.  Using Non-Parametric Tests to Evaluate Traffic Forecasting Performance. , 2002 .

[23]  Margaret Bell,et al.  A STUDY OF CHARACTERISTICS OF MOTORWAY VEHICLE BREAKDOWN , 2002 .

[24]  Fang Yuan,et al.  INCIDENT DETECTION USING SUPPORT VECTOR MACHINES , 2003 .

[25]  Yi Qi,et al.  Detection-delay-based freeway incident detection algorithms , 2003 .