2017
DOI: 10.1155/2017/1943846
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Design and Evaluation of a Mathematical Optimization Model for Traffic Signal Plan Transition Based on Social Cost Function

Abstract: Signal plan transition is the process of changing from one timing plan to another. It begins when the first intersection starts adjusting signal timing plans and ends when the last intersection completes adjusting signal timing plans. The transition between signal timing plans is required because traffic patterns change during the day. Therefore, it is necessary to modify signal timing parameters offset, phase split, and cycle length for different expectations of traffic volume. This paper presents an alternat… Show more

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Cited by 10 publications
(5 citation statements)
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References 30 publications
(43 reference statements)
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“…ACO is a heuristic algorithm for solving combinatorial optimisation problems [45], which is first proposed by Dorigo et al [46] and applied to the travelling salesman problems (TSP). Recently, ACO has been widely applied to different research fields such as vehicle routing [47], traffic signal plan [48], reactive power management [49], and economic dispatch [50]. The details about this algorithm are described as follows.…”
Section: Sample Average Approximation Methodmentioning
confidence: 99%
“…ACO is a heuristic algorithm for solving combinatorial optimisation problems [45], which is first proposed by Dorigo et al [46] and applied to the travelling salesman problems (TSP). Recently, ACO has been widely applied to different research fields such as vehicle routing [47], traffic signal plan [48], reactive power management [49], and economic dispatch [50]. The details about this algorithm are described as follows.…”
Section: Sample Average Approximation Methodmentioning
confidence: 99%
“…Comparing the five objective functions [37] of traffic signals and cost-effect function proposed by Dr. Peñabaena-Nibbles [38], we put forward this final objective function, where i denotes ith intersection, j denotes direction of entrance of intersection, b ij denotes width of progression band, e method needs to list the combination of different green times in the same cycle, calculating the corresponding delay and progression bandwidth and the specific computational structure of each layer is shown in Figure 8. Progression bandwidth and motor vehicle delays require three columns as subsystems for the green time and offset between the two intersections and each intersection requires only green time (and other factors which do not change with cycle length) when calculating pedestrian delays.…”
Section: Bilevel Programming and Algorithmmentioning
confidence: 99%
“…Penabaena-Niebles, et al [18] This model is oriented to describe the transition regarding coordination parameters in all intersections of an arterial road for minimising the costs due to delays, fuel consumption and air emissions.…”
Section: Authorsmentioning
confidence: 99%