Adaptive neuro-fuzzy interface system for gap acceptance behavior of right-turning vehicles at partially controlled T-intersections

被引:0
作者
Jayant P.Sangole
Gopal R.Patil
机构
[1] Department of Civil Engineering
[2] Indian Institute of Technology Bombay
[3] Powai
[4] Mumbai
[5] India
关键词
Partially controlled intersections; Gap acceptance; Adaptive neuro-fuzzy interface system(ANFIS); Membership function; Receiver operator characteristic(ROC) curves; Precision-recall(PR) curves;
D O I
暂无
中图分类号
U491 [交通工程与交通管理];
学科分类号
082302 ; 082303 ;
摘要
Gap acceptance theory is broadly used for evaluating unsignalized intersections in developed countries. Intersections with no specific priority to any movement, known as uncontrolled intersections, are common in India. Limited priority is observed at a few intersections,where priorities are perceived by drivers based on geometry, traffic volume, and speed on the approaches of intersection. Analyzing such intersections is complex because the overall traffic behavior is the result of drivers,vehicles, and traffic flow characteristics. Fuzzy theory has been widely used to analyze similar situations. This paper describes the application of adaptive neuro-fuzzy interface system(ANFIS) to the modeling of gap acceptance behavior of right-turning vehicles at limited priority T-intersections(in India, vehicles are driven on the left side of a road). Field data are collected using video cameras at four T-intersections having limited priority. The data extracted include gap/lag, subject vehicle type, conflicting vehicle type, and driver's decision(accepted/rejected).ANFIS models are developed by using 80 % of the extracted data(total data observations for major road rightturning vehicles are 722 and 1,066 for minor road rightturning vehicles) and remaining are used for model validation. Four different combinations of input variables are considered for major and minor road right turnings separately. Correct prediction by ANFIS models ranges from75.17 % to 82.16 % for major road right turning and87.20 % to 88.62 % for minor road right turning. The models developed in this paper can be used in the dynamic estimation of gap acceptance in traffic simulation models.
引用
收藏
页码:235 / 243
页数:9
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