The drivers' individual behavior difference in car-following model

被引：0
|
作者：
Zhou Tong [1 ]
Li Yuxuan [1 ]
Zhang Geng [2 ]
机构：
[1] Chongqing Vocat Inst Engn Univ, Coll Informat Engn, Chongqing 402260, Peoples R China
[2] Chongqing Univ, Coll Comp Sci, Chongqing, Peoples R China
来源：
2016 INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION, BIG DATA & SMART CITY (ICITBS) | 2017年
基金：
中国博士后科学基金;
关键词：
Traffic Flow; Traffic Congestion; Car-following Model; Drivers' Individual Behavior Difference; DELAY;
D O I：
10.1109/ICITBS.2016.59
中图分类号：
TP [自动化技术、计算机技术];
学科分类号：
0812 ;
摘要：
Based on the full velocity difference car-following model, an extended car-following model is presented by considering drivers' timid or aggressive behavior. Applying linear analysis theory, the stability condition of the traffic flow is obtained. Through the nonlinear reductive perturbation method, the mKdV equation is derived to describe the propagating behavior of traffic density waves near the critical point. The good agreement between the numerical simulation and the analytical results shows that drivers' individual behavior difference play an important role in traffic jamming transition.
引用
收藏
页码：550 / 553
页数：4
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