Modeling Integrated Lane-Changing Behavior
Tóm tắt
The lane-changing model is an important component within microscopic traffic simulation tools. Following the emergence of these tools in recent years, interest in the development of more reliable lane-changing models has increased. Lane-changing behavior is also important in several other applications such as capacity analysis and safety studies. Lane-changing behavior is usually modeled in two steps: ( a) the decision to consider a lane change, and ( b) the decision to execute the lane change. In most models, lane changes are classified as either mandatory (MLC) or discretionary (DLC). MLC are performed when the driver must leave the current lane. DLC are performed to improve driving conditions. Gap acceptance models are used to model the execution of lane changes. The classification of lane changes as either mandatory or discretionary prohibits capturing trade-offs between these considerations. The result is a rigid behavioral structure that does not permit, for example, overtaking when mandatory considerations are active. Using these models within a microsimulator may result in unrealistic traffic flow characteristics. In addition, little empirical work has been done to rigorously estimate the parameters of lane-changing models. An integrated lane-changing model, which allows drivers to jointly consider mandatory and discretionary considerations, is presented. Parameters of the model are estimated with detailed vehicle trajectory data.
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Tài liệu tham khảo
Halati A., 1997, Proc., Conference on Traffic Congestion and Traffic Safety in the 21st Century, 570
1998, CORSIM User Manual, Version 1.04
Hidas P., 1999, Proc., 14th International Symposium on the Theory of Traffic Flow and Transportation, 53
Ahmed K. I., 1996, Proc., 13th International Symposium on the Theory of Traffic Flow and Transportation, 501
AhmedK. I. Modeling Drivers’ Acceleration and Lane Changing Behavior. Ph.D. dissertation. Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, 1999.
Kita H., 1993, Proc., 12th International Symposium on the Theory of Traffic Flow and Transportation, 37
1985, Freeway Data Collection for Studying Vehicle Interactions