AbstractThis paper modifies and improves the algorithm of sight distance triangle according to the traffic flow and geometric features of intersections. Using the modified crossable intervals and the traffic volume on the secondary road and the obstacles within the improved sight distance triangle as selection criteria, we put forward the control mode selection flow diagram of plane intersections in this paper, hoping to quantize the selection criteria, as well as normalize and visualize the selection process.Finally,this paper checks the accuracy and reliability of the model through the analysis of a case
At signalized intersections with opposing left-turn lanes, inadequate sight distance of left-turn dr...
At signalized intersections where protected left turn signals are not provided, simultaneous opposin...
This paper proposes a novel two-order optimization model of the division of time-of-day control segm...
Traffic congestion is a world problem and an important factor restricting urban development. In orde...
In order to find a practical graphical layout of the plane cross sign and the corresponding intersec...
Sight distance is one of the most important factors of road safety since it allows the driver percei...
Traffic flows in large cities have a non-uniformed character of origin and changes. The main paramet...
The article is devoted to the methods of organization of left-turn traffic in the area of regulated ...
At signalized intersections where protected left turn signals are not provided, simultaneous opposin...
At signalized-intersections where protected left-turn signals are not provided, simultaneous opposin...
The paper discusses a new approach to ensuring the safety of controlled intersections. In the course...
AbstractRecent studies indicate that the optimization design methods for the isolated signalized int...
The continuous expansion of urban road network challenges the urban traffic control system seriously...
At signalized intersections with opposing left-turn lanes, inadequate sight distance of left-turn dr...
The pilot is the main person in charge of taxiing safety while moving on the airport surface. The vi...
At signalized intersections with opposing left-turn lanes, inadequate sight distance of left-turn dr...
At signalized intersections where protected left turn signals are not provided, simultaneous opposin...
This paper proposes a novel two-order optimization model of the division of time-of-day control segm...
Traffic congestion is a world problem and an important factor restricting urban development. In orde...
In order to find a practical graphical layout of the plane cross sign and the corresponding intersec...
Sight distance is one of the most important factors of road safety since it allows the driver percei...
Traffic flows in large cities have a non-uniformed character of origin and changes. The main paramet...
The article is devoted to the methods of organization of left-turn traffic in the area of regulated ...
At signalized intersections where protected left turn signals are not provided, simultaneous opposin...
At signalized-intersections where protected left-turn signals are not provided, simultaneous opposin...
The paper discusses a new approach to ensuring the safety of controlled intersections. In the course...
AbstractRecent studies indicate that the optimization design methods for the isolated signalized int...
The continuous expansion of urban road network challenges the urban traffic control system seriously...
At signalized intersections with opposing left-turn lanes, inadequate sight distance of left-turn dr...
The pilot is the main person in charge of taxiing safety while moving on the airport surface. The vi...
At signalized intersections with opposing left-turn lanes, inadequate sight distance of left-turn dr...
At signalized intersections where protected left turn signals are not provided, simultaneous opposin...
This paper proposes a novel two-order optimization model of the division of time-of-day control segm...