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.
[1]
S Walker,et al.
CORSIM - CORRIDOR TRAFFIC SIMULATION MODEL
,
1997
.
[2]
K. Ahmed.
Modeling drivers' acceleration and lane changing behavior
,
1999
.
[3]
Steven A. Smith,et al.
Freeway data collection for studying vehicle interactions : technical report
,
1985
.
[4]
Yunlong Zhang,et al.
Multiregime Approach for Microscopic Traffic Simulation
,
1998
.
[5]
Peter Hidas,et al.
Microscopic simulation of lane changing under incident conditions
,
1999
.
[6]
Moshe Ben-Akiva,et al.
MODELS OF FREEWAY LANE CHANGING AND GAP ACCEPTANCE BEHAVIOR
,
1996
.
[7]
P. G. Gipps,et al.
A MODEL FOR THE STRUCTURE OF LANE-CHANGING DECISIONS
,
1986
.
[8]
Harilaos N. Koutsopoulos,et al.
A microscopic traffic simulator for evaluation of dynamic traffic management systems
,
1996
.
[9]
Qiang Li,et al.
Observation-Based Lane-Vehicle Assignment Hierarchy: Microscopic Simulation on Urban Street Network
,
2000
.
[10]
Hideyuka Kita,et al.
EFFECTS OF MERGING LANE LENGTH ON THE MERGING BEHAVIOR AT EXPRESSWAY ON-RAMPS.
,
1993
.