Pages that link to "Item:Q716741"
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The following pages link to Effect of the optimal velocity function on traffic phase transitions in lattice hydrodynamic models (Q716741):
Displaying 33 items.
- A new lattice model with the consideration of the traffic interruption probability for two-Lane traffic flow (Q327866) (← links)
- Effect of driver's anticipation in a new two-Lane lattice model with the consideration of optimal current difference (Q327943) (← links)
- Lattice hydrodynamic model of pedestrian flow considering the asymmetric effect (Q430409) (← links)
- A new lattice model of traffic flow with the consideration of the driver's forecast effects (Q434090) (← links)
- A driver's memory lattice model of traffic flow and its numerical simulation (Q437366) (← links)
- Jamming transition of a two-dimensional traffic dynamics with consideration of optimal current difference (Q465506) (← links)
- Nonlinear analysis of lattice model with consideration of optimal current difference (Q635731) (← links)
- Non-lane-based lattice hydrodynamic model of traffic flow considering the lateral effects of the lane width (Q715425) (← links)
- Multiple jamming transitions in traffic flow (Q1594630) (← links)
- Impact of the traffic interruption probability of optimal current on traffic congestion in lattice model (Q1618349) (← links)
- Traffic behavior of mixed traffic flow with two kinds of different self-stabilizing control vehicles (Q1618671) (← links)
- Influence of the traffic interruption probability on traffic stability in lattice model for two-Lane freeway (Q1618691) (← links)
- Correlation velocities in heterogeneous bidirectional cellular automata traffic flow (Q1618822) (← links)
- A new lattice model of traffic flow with the consideration of the drivers' aggressive characteristics (Q1620299) (← links)
- New control strategy for the lattice hydrodynamic model of traffic flow (Q1620318) (← links)
- A new lattice model of traffic flow with the anticipation effect of potential lane changing (Q1933123) (← links)
- An extended car-following model considering the appearing probability of truck and driver's characteristics (Q1990199) (← links)
- A heterogeneous traffic flow model consisting of two types of vehicles with different sensitivities (Q2004795) (← links)
- Analyses of lattice hydrodynamic area occupancy model for heterogeneous disorder traffic (Q2096758) (← links)
- A new lattice model accounting for multiple optimal current differences' anticipation effect in two-lane system (Q2146850) (← links)
- Effects of the prevision relative velocity on traffic dynamics in the ACC strategy (Q2155408) (← links)
- Analysis of a novel two-lane lattice model on a gradient road with the consideration of relative current (Q2199556) (← links)
- Analytical studies on the instabilities of heterogeneous intelligent traffic flow (Q2257419) (← links)
- A new lattice model of traffic flow with the consideration of individual difference of anticipation driving behavior (Q2257435) (← links)
- Instability of cooperative adaptive cruise control traffic flow: a macroscopic approach (Q2257439) (← links)
- Study on the effects of driver's lane-changing aggressiveness on traffic stability from an extended two-lane lattice model (Q2297427) (← links)
- Analysis of a modified two-lane lattice model by considering the density difference effect (Q2299787) (← links)
- A new car-following model with consideration of the prevision driving behavior (Q2300299) (← links)
- Stability analysis of dynamic collaboration model with control signals on two lanes (Q2300331) (← links)
- A new lattice model of the traffic flow with the consideration of the driver anticipation effect in a two-Lane system (Q2435672) (← links)
- New Feedback Control Model in the Lattice Hydrodynamic Model Considering the Historic Optimal Velocity Difference Effect (Q3387678) (← links)
- Traffic Anticipation Effect in the Lattice Hydrodynamic Model (Q3630497) (← links)
- A NEW LATTICE MODEL OF TRAFFIC FLOW WITH THE CONSIDERATION OF THE HONK EFFECT (Q4911765) (← links)
