2017
DOI: 10.1007/s13177-017-0144-4
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Modelling and Analysis of Oversaturated Intersections Using Jointly Hybrid Petri net and Hybrid Automata

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Cited by 4 publications
(4 citation statements)
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“…Lime and Roux (2006) proposed a method for constructing the state-class diagram of a bounded time PN as timed automata, which is referred to as state-class time automata. Bouriachi and Kechida (2018) proposed modeling of oversaturated intersections traffic to design a traffic control approach. This concept was based on the joint use of the two well-known hybrid representation tools: hybrid PN and HA.…”
Section: Automata Conceptsmentioning
confidence: 99%
“…Lime and Roux (2006) proposed a method for constructing the state-class diagram of a bounded time PN as timed automata, which is referred to as state-class time automata. Bouriachi and Kechida (2018) proposed modeling of oversaturated intersections traffic to design a traffic control approach. This concept was based on the joint use of the two well-known hybrid representation tools: hybrid PN and HA.…”
Section: Automata Conceptsmentioning
confidence: 99%
“…After training the data see Table 3. There is a constant improvement in traffic management for the Low-Traffic scenario, with around 39% improvement in total waiting time and 69% in average time per vehicle during one episode compared to traffic light straigie system [14][15][16], in another. On the other hand, we have the opposite with a deterioration in performance for the High-Traffic scenario.…”
Section: Low Gammamentioning
confidence: 99%
“…The same problem has been investigated in Ref. [16] for the past year, who used a Genetic Algorithm to improve the performance of traffic management in the Sofia intersection. The comparative study Between proposed control strategy (PCS) and STLS are shown in Table 5.…”
Section: Figure 13 Simulation Test Under Sumomentioning
confidence: 99%
“…In the above control models, it is assumed that the saturated flow rate and loss time of the imported lane group are fixed values, and the traffic flow is used as the input variable to optimize the signal cycle and green time, so as to achieve the minimum delay and saturation. However, through actual observation, it is found that due to the different channelization design of intersections and traffic conditions, the parameters such as saturated flow rate and loss time will change accordingly, which leads to the failure of optimization objective function and unreasonable timing scheme [9][10][11][12] . Therefore, this paper analyzes the characteristics of traffic flow release at high load intersection, puts forward the calculation model of traffic flow release rate and loss time, and further designs the signal timing optimization model of high load intersection, in order to provide guidance for signal timing design of oversaturated intersection [13][14][15][16] .…”
Section: Introductionmentioning
confidence: 99%