A Driver Behavior-Based Lane-Changing Model for Urban Arterial Streets

被引:85
作者
Sun, Daniel [1 ]
Elefteriadou, Lily [2 ]
机构
[1] Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn, Shanghai 200240, Peoples R China
[2] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL 32611 USA
基金
中国国家自然科学基金;
关键词
focus group study; gap acceptance; lane changing; vehicle interactions; microscopic simulation; CORSIM (CORrider SIMulation); NESTED LOGIT-MODELS; FUNDAMENTAL DIAGRAM; DRIVING BEHAVIOR; DEMAND;
D O I
10.1287/trsc.1120.0435
中图分类号
C93 [管理学]; O22 [运筹学];
学科分类号
070105 ; 12 ; 1201 ; 1202 ; 120202 ;
摘要
Lane-changing algorithms have attracted increased attention during recent years. However, limited research has been conducted to address the probability of changing lanes as a function of driver characteristics and lane-changing scenarios. This study contributes to the development of a comprehensive framework for modeling drivers' lane-changing maneuver on arterials by using driver behavior-related data. Focus group studies and "in-vehicle" driving tests were performed to investigate the effects of driver type under various lane changes on urban arterials and to collect microscopic vehicular data. With these field collected values, a model was developed to estimate the probability of changing lanes under various lane-changing scenarios and to estimate the corresponding gap acceptance characteristics. The lane-changing probability for each scenario was modeled as a function of the factors identified from the focus group discussions, as well as the driver types. In the gap acceptance modeling, a sequence of "hand-shaking negotiations" was introduced to describe vehicle interactions that may occur during lane-changing maneuvers. The proposed lane-changing model was implemented in the CORSIM (CORrider SIMulation) micro-simulator. The simulation capabilities of the newly developed model were compared to the original lane-changing algorithm in CORSIM and to the field observations. The validation results indicated that the new model better replicates the observed traffic under various levels of flow.
引用
收藏
页码:184 / 205
页数:22
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