A Dynamic Transformation Car-Following Model for the Prediction of the Traffic Flow Oscillation

被引:1
|
作者
Fang, Shan [1 ]
Yang, Lan [1 ]
Zhao, Xiangmo [1 ]
Wang, Wei [1 ]
Xu, Zhigang [1 ]
Wu, Guoyuan [2 ]
Liu, Yang [3 ]
Qu, Xiaobo [4 ]
机构
[1] Changan Univ, Sch Informat Engn, Xian 710064, Peoples R China
[2] Univ Calif Riverside, Ctr Environm Res & Technol, Riverside, CA 92521 USA
[3] Chalmers Univ Technol, Dept Architecture & Civil Engn, S-41296 Gothenburg, Sweden
[4] Tsinghua Univ, Sch Vehicle & Mobil, State Key Lab Automot Safety & Energy, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
Oscillators; Predictive models; TV; Vehicle dynamics; Behavioral sciences; Analytical models; Trajectory; AUTOMATED VEHICLES; BEHAVIOR; DRIVEN;
D O I
10.1109/MITS.2023.3317081
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
Car-following (CF) behavior is a fundamental of traffic flow modeling; it can be used for the virtual testing of connected and automated vehicles and the simulation of various types of traffic flow, such as free flow and traffic oscillation. Although existing CF models can replicate the free flow well, they are incapable of simulating complicated traffic oscillation, and it is difficult to strike a balance between accuracy and efficiency. This article investigates the error variation when the traffic oscillation is simulated by the intelligent driver model (IDM). Then, it divides the traffic oscillation into four phases (coasting, deceleration, acceleration, and stationary) by using the space headway of multiple steps. To simulate traffic oscillation between multiple human-driven vehicles, a dynamic transformation CF model is proposed, which includes the long-time prediction submodel [modified sequence-to-sequence (Seq2seq)] model, short-time prediction submodel (Transformer), and their dynamic transformation strategy]. The first submodel is utilized to simulate the coasting and stationary phases, while the second submodel is utilized to simulate the acceleration and deceleration phases. The results of experiments indicated that compared to K-nearest neighbors, IDM, and Seq2seq CF models, the dynamic transformation CF model reduces the trajectory error by 60.79-66.69% in microscopic traffic flow simulations, 7.71-29.91% in mesoscopic traffic flow simulations, and 1.59-18.26% in macroscopic traffic flow simulations. Moreover, the runtime of the dynamic transformation CF model (Inference) decreased by 14.43-66.17% when simulating the large-scale traffic flow.
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页码:174 / 198
页数:25
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