The left-turn of vehicles at intersections has significant impacts on urban traffic congestions and accidents, which have negative effect on vehicle emissions causing air pollution. Many urban traffic networks prohibit direct left-turns for transport planning to keep traffic moving efficiently on major roads. As such, this paper proposes a bi-level mathematical model for left-turn prohibition planning considering both travel times and traffic emissions. The lower-level and upper-level are respectively solved by using the Frank-Wolfe algorithm and an improved genetic algorithm. By numerical examples, this paper shows that the improved algorithm can effectively enhance the speed and accuracy of the calculation, and the traffic congestions and...
This dissertation aims to increase the understanding of supply- and demand-side congestion managemen...
Turning restriction is one of the commonest traffic management techniques and an effective low cost ...
A traditional traffic signal control system is established based on vehicular delay, queue length, s...
<p>The left-turn of vehicles at intersections has significant impacts on urban traffic congestions a...
AbstractThe direct left turn at intersections increases delays and causes more accidents in certain ...
Urban road networks may bene�t from left turn prohibition at signalized intersections in terms of sa...
Urban road networks may benefit from left turn prohibition at signalized intersections regarding cap...
It is important for urban traffic micro-circulation to improve the density of urban branch road netw...
AbstractIn the light that traditional traffic signal timing models consider vehicle's traffic effici...
Turning restriction is one of the commonest traffic management techniques and an effective low cost ...
Left turns may generate efficiency problems which can be solved by appropriately prohibiting left tu...
This research proposed an eco-approach and departure system for left-turn vehicles at a fixed-time s...
The efficient and safe movement of traffic at signalized intersections is the primary objective of a...
Increasing travel demand, and challenges associated with high percentages of left-turning vehicles, ...
Left turns have potential efficiency problems. The prohibition of left turns is explored as means of...
This dissertation aims to increase the understanding of supply- and demand-side congestion managemen...
Turning restriction is one of the commonest traffic management techniques and an effective low cost ...
A traditional traffic signal control system is established based on vehicular delay, queue length, s...
<p>The left-turn of vehicles at intersections has significant impacts on urban traffic congestions a...
AbstractThe direct left turn at intersections increases delays and causes more accidents in certain ...
Urban road networks may bene�t from left turn prohibition at signalized intersections in terms of sa...
Urban road networks may benefit from left turn prohibition at signalized intersections regarding cap...
It is important for urban traffic micro-circulation to improve the density of urban branch road netw...
AbstractIn the light that traditional traffic signal timing models consider vehicle's traffic effici...
Turning restriction is one of the commonest traffic management techniques and an effective low cost ...
Left turns may generate efficiency problems which can be solved by appropriately prohibiting left tu...
This research proposed an eco-approach and departure system for left-turn vehicles at a fixed-time s...
The efficient and safe movement of traffic at signalized intersections is the primary objective of a...
Increasing travel demand, and challenges associated with high percentages of left-turning vehicles, ...
Left turns have potential efficiency problems. The prohibition of left turns is explored as means of...
This dissertation aims to increase the understanding of supply- and demand-side congestion managemen...
Turning restriction is one of the commonest traffic management techniques and an effective low cost ...
A traditional traffic signal control system is established based on vehicular delay, queue length, s...