2012
DOI: 10.1016/j.trc.2012.03.004
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Schedule-driven intersection control

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Cited by 91 publications
(62 citation statements)
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References 26 publications
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“…He et al (2014) proposed a request-based MILP model to consider multiple modes of vehicles as well as pedestrians. Xie et al (2012) proposed adaptive signal control strategy based on the concept of single machine scheduling which shares some similarity with the RHODES system in predicting vehicle arrivals. Sun et al (2015) proposed a ''quasi-optimal" (i.e., sub-optimal) signal control strategy at oversaturated intersections based on queue length estimation and store-and-forward network modeling.…”
Section: Traffic Signal Optimization Modelsmentioning
confidence: 99%
“…He et al (2014) proposed a request-based MILP model to consider multiple modes of vehicles as well as pedestrians. Xie et al (2012) proposed adaptive signal control strategy based on the concept of single machine scheduling which shares some similarity with the RHODES system in predicting vehicle arrivals. Sun et al (2015) proposed a ''quasi-optimal" (i.e., sub-optimal) signal control strategy at oversaturated intersections based on queue length estimation and store-and-forward network modeling.…”
Section: Traffic Signal Optimization Modelsmentioning
confidence: 99%
“…Schedule-driven traffic control [5], [6] is a recently developed approach to real-time adaptive traffic signal control, designed specifically to accommodate urban road networks. It follows the same decentralized structure of earlier "online planning" approaches to signal control [2], but avoids the prohibitive computational expense of earlier approaches through use of a more efficient core problem formulation.…”
Section: Schedule-driven Traffic Controlmentioning
confidence: 99%
“…1) Intersection Level: At the individual intersection level, the ability to consider real-time variability of traffic flows is made tractable by a novel formulation of online planning as a single machine scheduling problem [5]. Key to this formulation is an aggregate representation of traffic flows as inflows, i.e., IF = (J 1 , · · · , J |I| ), where J i contains those vehicles with the right of way during phase i.…”
Section: Schedule-driven Traffic Controlmentioning
confidence: 99%
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“…Therefore, in many cases, it is a myopic control approach [2,3]. Since their settings are based on history traffic flow information, fixed time coordinated control strategies can only provide good control performance under the condition of minor fluctuations in traffic demand [4].…”
Section: Introductionmentioning
confidence: 99%