2017
DOI: 10.1016/j.trb.2017.10.004
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Utility optimization framework for a distributed traffic control of urban road networks

Abstract: through simulation and numerical results that the new policy outperforms the original BackPressure-based distributed control scheme both in terms of network throughput and other congestion measures such as travel time.

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Cited by 30 publications
(19 citation statements)
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“…LV, AV) can be expected to further impact route choice and travel behavior altogether. This more general network design and control problem can be modeled using bilevel or simulation-based optimization wherein users' departure time and route choice can be accounted for based on traffic equilibrium theory [14]. Given that our study is focused on traffic control and assumes fixed route choice, we leave this investigation for future research.…”
Section: Discussion and Perspectivesmentioning
confidence: 99%
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“…LV, AV) can be expected to further impact route choice and travel behavior altogether. This more general network design and control problem can be modeled using bilevel or simulation-based optimization wherein users' departure time and route choice can be accounted for based on traffic equilibrium theory [14]. Given that our study is focused on traffic control and assumes fixed route choice, we leave this investigation for future research.…”
Section: Discussion and Perspectivesmentioning
confidence: 99%
“…For more details on this conflict-point formulation, we refer the reader to Levin and Rey [18]. Let Z n B (x(t)) be the maximal local pressure that can be obtained using the blue phase based on the network state x(t) at intersection n. The MILP used to coordinate traffic during blue phases is summarized below in Formulation (14) and hereby referred to as the Blue.…”
Section: Blue Phasementioning
confidence: 99%
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“…The cycle times and signal phasing structure at each intersection were maintained in their original structure. This delay data was used to calculate the green time for each phase using Eq (18). The new green times for the phases were then executed at the intersection by the signal controller.…”
Section: Methodsmentioning
confidence: 99%
“…The maximum stability property means that max-pressure control will stabilize the number of vehicles in the network if any signal control policy could stabilize the network. Extensions to max-pressure signal control have included policies for a cycle-based phase structure [6], unknown routing proportions [13,14], realistic finite queue buffers [15,16], and adaptive route guidance [17,18]. Previous work has exclusively relied on queue length information for the signal control, with the exception of [19] which uses delay information from the head-of-line vehicle in each queue.…”
Section: Introductionmentioning
confidence: 99%