2018
DOI: 10.1049/iet-its.2018.0112
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Centralised versus decentralised signal control of large‐scale urban road networks in real time: a simulation study

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Cited by 27 publications
(13 citation statements)
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“…When choosing the cycle length, we have to bear in mind that a cycle which is too short lowers the junction capacity and vice versa, where a cycle which is too long might lead to the situation where the green phases during which no vehicle is passing through the junction are not utilized. The long cycles also increase time losses and lead to a decrease in effective LSD-based junction control [35]. The cycle length ranges from 40 to 120 s and depends on the number of vehicles entering the junction, the way of branching out and its intensity, the passage width and length, and junction construction work [22].…”
Section: Selected Definitions Of Lsd At Junctionsmentioning
confidence: 99%
“…When choosing the cycle length, we have to bear in mind that a cycle which is too short lowers the junction capacity and vice versa, where a cycle which is too long might lead to the situation where the green phases during which no vehicle is passing through the junction are not utilized. The long cycles also increase time losses and lead to a decrease in effective LSD-based junction control [35]. The cycle length ranges from 40 to 120 s and depends on the number of vehicles entering the junction, the way of branching out and its intensity, the passage width and length, and junction construction work [22].…”
Section: Selected Definitions Of Lsd At Junctionsmentioning
confidence: 99%
“…On the topic of the comparison of traffic management systems, the work of Manolis et al [38] is worth to be mentioned. The authors, using the AIMSUN simulator, proceed with several experiments to compare centralised and decentralised logic techniques.…”
Section: Literature Analysismentioning
confidence: 99%
“…Traffic lights at downstream intersections should increase the proportion of release phase time, including left and right turns, to accelerate the evacuation of stranded vehicles. After the traffic order of the road section is restored, the traffic lights at the upstream and downstream intersections are restored, and the traffic in the whole road section is restored [24], [25]. The rest of the flow reduction measures are also withdrawn, including that the lane traffic lights are turned green and the temporary signboards at the upper intersections are removed; in addition, the electronic information screen and the radio stations should all report that the traffic is smooth again so that the vehicles do not make unnecessary trips that may increase the traffic pressure on the surrounding roads [26].…”
Section: Countermeasures Of Urban Traffic Improvement Based On Thmentioning
confidence: 99%