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Preface; Contents; Combined PCA and NB to Predict Traffic Incident Duration; Abstract; 1 Introduction; 2 The Combined Model of PCA and NB; 3 Data Description; 4 Experiments Study; 5 Conclusions; Acknowledgements; References; Improve the Urban Basic Construction of Facilities and Guarantee the Urban Traffic Flow; Abstract; References; Speed Control of Pure Electric Vehicle Based on Adaptive Fuzzy PID Controller; Abstract; 1 Introduction; 2 Separately Excited DC Motor; 3 Simulation and Results; 4 Conclusion; Acknowledgements; References
Designing a Dynamic Control Platform of Electric Bus VehiclesAbstract; 1 Introduction; 2 Overall Structure; 3 Data and Communication; 4 Dynamic Control; 5 Conclusion; Acknowledgment; References; Research on Modern Tram Auxiliary Safety Protection Technology Based on Obstacles Detection; Abstract; 1 Research on Obstacle Detection Technology; 2 Design of Auxiliary Safety Protection Function; 2.1 Analysis of Function Demands; 2.2 Design of Auxiliary Safety Protection Framework; 2.3 Design of Collision Warning Function; 3 Design of Auxiliary Safety Protection Algorithm; 3.1 Algorithm Input
3.1.1 Radar Data Input3.1.2 Train Location Data Input; 3.2 Algorithm of Obstacle's Absolute Location; 3.2.1 Determine Train's Coordinate; 3.2.2 Obstacle Equals the End of Movement Authority in Calculation; 3.3 Supervision Curve Algorithm; 4 Algorithm Simulation Verification; 4.1 Construct Simulation Environment; 4.2 The Result of Simulation Experiment; 5 Conclusion; References; Research on the Queue Length Prediction Model with Consideration for Stochastic Fluid; Abstract; 1 Research Status at Home and Abroad; 2 Queue Length Prediction Model with Consideration for Stochastic Fluid
2.1 Analysis of Three Vehicle Detectors2.2 Equivalent Queue Length Model of Congested Traffic Flow; 2.3 Analysis of the Spatial and Temporal Properties of Density of Traffic Jams Flow; 3 Taking the Number of Accumulated Vehicles; 4 Simulation Verification for the Queue Length Model; 5 Summary; References; Research on the Model of Traffic Signal Control and Signal Coordinated Control; Abstract; 1 Research Status at Home and Abroad; 2 Model of Traffic Signal Control and Signal Coordinated Control; 2.1 Modeling Idea; 2.2 Model Used for Computing Travel Time; 2.3 Intersection Delay Model
2.4 Coordination Model and Constraints3 Solution Based on Genetic Algorithms in Coordination Model; 3.1 Code Design; 3.2 Fitness Function Design; 3.3 Penalty Function Design; 3.4 Genetic Operator Design; 3.5 Crossover Operator Design; 3.6 Mutation Operators Design; 4 Simulation; 5 Summary; References; Research on the Behavior of Routes Choice Under the Information Availability; Abstract; 1 Introduction; 2 Establishment of the Model; 2.1 The Fundamental Routes Choice Model Based on MNL Model; 2.2 Routes Choice Model Under Information Availability; 2.3 The Empirical Calculation of Model
Designing a Dynamic Control Platform of Electric Bus VehiclesAbstract; 1 Introduction; 2 Overall Structure; 3 Data and Communication; 4 Dynamic Control; 5 Conclusion; Acknowledgment; References; Research on Modern Tram Auxiliary Safety Protection Technology Based on Obstacles Detection; Abstract; 1 Research on Obstacle Detection Technology; 2 Design of Auxiliary Safety Protection Function; 2.1 Analysis of Function Demands; 2.2 Design of Auxiliary Safety Protection Framework; 2.3 Design of Collision Warning Function; 3 Design of Auxiliary Safety Protection Algorithm; 3.1 Algorithm Input
3.1.1 Radar Data Input3.1.2 Train Location Data Input; 3.2 Algorithm of Obstacle's Absolute Location; 3.2.1 Determine Train's Coordinate; 3.2.2 Obstacle Equals the End of Movement Authority in Calculation; 3.3 Supervision Curve Algorithm; 4 Algorithm Simulation Verification; 4.1 Construct Simulation Environment; 4.2 The Result of Simulation Experiment; 5 Conclusion; References; Research on the Queue Length Prediction Model with Consideration for Stochastic Fluid; Abstract; 1 Research Status at Home and Abroad; 2 Queue Length Prediction Model with Consideration for Stochastic Fluid
2.1 Analysis of Three Vehicle Detectors2.2 Equivalent Queue Length Model of Congested Traffic Flow; 2.3 Analysis of the Spatial and Temporal Properties of Density of Traffic Jams Flow; 3 Taking the Number of Accumulated Vehicles; 4 Simulation Verification for the Queue Length Model; 5 Summary; References; Research on the Model of Traffic Signal Control and Signal Coordinated Control; Abstract; 1 Research Status at Home and Abroad; 2 Model of Traffic Signal Control and Signal Coordinated Control; 2.1 Modeling Idea; 2.2 Model Used for Computing Travel Time; 2.3 Intersection Delay Model
2.4 Coordination Model and Constraints3 Solution Based on Genetic Algorithms in Coordination Model; 3.1 Code Design; 3.2 Fitness Function Design; 3.3 Penalty Function Design; 3.4 Genetic Operator Design; 3.5 Crossover Operator Design; 3.6 Mutation Operators Design; 4 Simulation; 5 Summary; References; Research on the Behavior of Routes Choice Under the Information Availability; Abstract; 1 Introduction; 2 Establishment of the Model; 2.1 The Fundamental Routes Choice Model Based on MNL Model; 2.2 Routes Choice Model Under Information Availability; 2.3 The Empirical Calculation of Model