Keyphrases
Discharge Rate
100%
Analytical Characterization
100%
Scheduling Problem
100%
Effective Discharge
100%
Bus-only Lane
100%
Optimization Model
33%
Traffic Flow Characteristics
33%
Estimation Error
16%
Sensitivity Analysis
16%
Kinematics
16%
Freeway
16%
Demand-driven
16%
Approximate Model
16%
Acceleration Rate
16%
Traffic Vehicle
16%
Jam Density
16%
Queueing Analysis
16%
Accurate Quantification
16%
Traffic Demand
16%
Fluid-filled
16%
Speed-density
16%
Vehicular Traffic
16%
Mixed Traffic
16%
Dissipation Process
16%
Vehicle Trajectory Data
16%
Arrival Rate
16%
Traffic Delay
16%
Total Traffic
16%
Time-varied
16%
NGSIM Data
16%
Wave Speed
16%
Discount Factor
16%
Lane-changing Behavior
16%
Queuing Process
16%
Rate Estimation
16%
Traffic Lane
16%
Backward Wave
16%
Scheduling Time
16%
Merging Behavior
16%
Roadway Segment
16%
Vehicular Performance
16%
NGSIM Dataset
16%
Transit Priority Strategy
16%
Engineering
Discharge Rate
100%
Flow Characteristics
33%
Highway Systems
16%
Estimation Error
16%
Multistage
16%
Closed Form
16%
Arrival Rate
16%
Simple Expression
16%