The anxiety that a driver experiences at the onset of the yellow signal during the driver's approach to a signalized intersection is analyzed. The driver's decision is modeled as a reasoning process that consists of a set of fuzzy inference rules for stopping or continuing through the intersection. The input to the rules is the information on the current condition that the driver perceives. Because neither the rules nor the perceived information is clear, the driver's decision is associated with uncertainty. This uncertainty is quantified by possibility and necessity measures. Yager's anxiety measure is used to quantify the driver's anxiety associated with making decisions under uncertainty as a function of possibility and necessity measures for the conflicting actions. Anxiety is computed for both aggressive and conservative drivers. The measures for these two extreme types of driving behavior form the range; most drivers' behavior is believed to fall between the two. The model is used to estimate the degree of anxiety and its location on an actual intersection approach on the basis of the field data. The proposed method should be useful to evaluate the accuracy and the type of information to be provided to drivers and also to analyze the decision process of elderly drivers and drivers under the influence of alcohol and drugs.
[1]
George J. Klir,et al.
Fuzzy sets, uncertainty and information
,
1988
.
[2]
A D May.
STUDY OF CLEARANCE INTERVAL AT TRAFFIC SIGNALS
,
1967
.
[3]
Hans-Jürgen Zimmermann,et al.
Fuzzy Set Theory - and Its Applications
,
1985
.
[4]
L. Cohen.
The Implications of Induction
,
2019
.
[5]
Paul L. Olson,et al.
DRIVER RESPONSE TO AMBER PHASE OF TRAFFIC SIGNALS
,
1961
.
[6]
G. L. S. Shackle,et al.
Decision Order and Time in Human Affairs
,
1962
.
[7]
H. Carter.
Fuzzy Sets and Systems — Theory and Applications
,
1982
.
[8]
Myung-Soon Chang,et al.
TIMING TRAFFIC SIGNAL CHANGE INTERVALS BASED ON DRIVER BEHAVIOR
,
1985
.
[9]
R. Yager.
MEASURING TRANQUILITY AND ANXIETY IN DECISION MAKING: AN APPLICATION OF FUZZY SETS
,
1982
.
[10]
Robert C. Deen,et al.
GREEN-EXTENSION SYSTEMS AT HIGH-SPEED INTERSECTIONS
,
1978
.
[11]
William L. Williams.
Driver behavior during the yellow interval
,
1977
.
[12]
Robert Herman,et al.
The Problem of the Amber Signal Light in Traffic Flow
,
1960
.