A macroscopic signal optimization model for arterials under heavy mixed traffic flows

Keyphrases

• Average Delay 50%
• Benchmark Program 50%
• Complex Interactions 50%
• Control Period 50%
• Conversion Factor 50%
• Effectiveness Evaluation 50%
• Intersection Approach 50%
• Large Vehicles 50%
• Link Length 50%
• Macroscopic Simulation 50%
• Megacity 50%
• Mixed Traffic 100%
• Multi-class Traffic 100%
• Multiclass Traffic Flow 50%
• New Signals 50%
• Numerical Results 50%
• Optimization Model 100%
• Passenger Flow 50%
• Queue Formation 50%
• Queue Spillback 50%
• Saturated Traffic 50%
• Signal Design 50%
• Signal Optimization 100%
• Signal Timing 50%
• Superior Performance 50%
• Total Arterial 50%
• Traffic Condition 100%
• Traffic Evolution 50%
• Traffic Flow 50%
• Traffic Scenarios 50%
• Transit Vehicles 50%
• TRANSYT-7F 50%
• Vehicle Size 50%
• Vehicle Type 50%

Engineering

• Conversion Factor 100%
• Design Method 100%
• Link Length 100%
• Major Portion 100%

Computer Science

• Benchmark Program 50%
• Conversion Factor 50%
• Measures of Effectiveness 50%
• Superior Performance 50%
• Traffic Condition 100%