以Tr Adaboost算法为基础,提出了一个针对不平衡数据的二分类迁移学习算法Unbalanced Tr Adaboost(UBTA).UBTA算法利用不同类别的Precision-Recall曲线下的面积auprc(the Area Under the Precision-Recall Curve)计算弱分类器权重,对不...以Tr Adaboost算法为基础,提出了一个针对不平衡数据的二分类迁移学习算法Unbalanced Tr Adaboost(UBTA).UBTA算法利用不同类别的Precision-Recall曲线下的面积auprc(the Area Under the Precision-Recall Curve)计算弱分类器权重,对不同类别的样本采取不同的权重更新策略;AUC指标对数据分布变化不敏感,结合G-mean和BER能更准确地评估不平衡分类算法的性能.实验结果表明,UBTA具有较好的分类性能,既能提升对少数类的关注,又能保持多数类的分类准确度.展开更多
Gap acceptance theory is broadly used for evaluating unsignalized intersections in developed coun tries. Intersections with no specific priority to any move ment, known as uncontrolled intersections, are common in Ind...Gap acceptance theory is broadly used for evaluating unsignalized intersections in developed coun tries. Intersections with no specific priority to any move ment, known as uncontrolled intersections, are common in India. Limited priority is observed at a few intersections, where priorities are perceived by drivers based on geom etry, 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 neurofuzzy interface system （ANFIS） to the modeling of gap acceptance behavior of rightturning vehicles at limited priority Tintersections （in India, vehicles are driven on the left side of a road）. Field data are collected using video cameras at four Tintersections 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 right turning vehicles are 722 and 1,066 for minor road right turning vehicles） and remaining are used for model vali dation. Four different combinations of input variables are considered for major and minor road right turnings sepa rately. Correct prediction by ANFIS models ranges from 75.17 % to 82.16 % for major road right turning and 87.20 % to 88.62 % for minor road right turning. Themodels developed in this paper can be used in the dynamic estimation of gap acceptance in traffic simulation models.展开更多
文摘以Tr Adaboost算法为基础,提出了一个针对不平衡数据的二分类迁移学习算法Unbalanced Tr Adaboost(UBTA).UBTA算法利用不同类别的Precision-Recall曲线下的面积auprc(the Area Under the Precision-Recall Curve)计算弱分类器权重,对不同类别的样本采取不同的权重更新策略;AUC指标对数据分布变化不敏感,结合G-mean和BER能更准确地评估不平衡分类算法的性能.实验结果表明,UBTA具有较好的分类性能,既能提升对少数类的关注,又能保持多数类的分类准确度.
基金partially funded by Department of Science and Technology (DST), Govt. of Indiaproject SR/ FTP/ETA-61/2010
文摘Gap acceptance theory is broadly used for evaluating unsignalized intersections in developed coun tries. Intersections with no specific priority to any move ment, known as uncontrolled intersections, are common in India. Limited priority is observed at a few intersections, where priorities are perceived by drivers based on geom etry, 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 neurofuzzy interface system （ANFIS） to the modeling of gap acceptance behavior of rightturning vehicles at limited priority Tintersections （in India, vehicles are driven on the left side of a road）. Field data are collected using video cameras at four Tintersections 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 right turning vehicles are 722 and 1,066 for minor road right turning vehicles） and remaining are used for model vali dation. Four different combinations of input variables are considered for major and minor road right turnings sepa rately. Correct prediction by ANFIS models ranges from 75.17 % to 82.16 % for major road right turning and 87.20 % to 88.62 % for minor road right turning. Themodels developed in this paper can be used in the dynamic estimation of gap acceptance in traffic simulation models.
