GSPN models for versatile multi-machine workcenters with finite buffers

Ram, Ranashree; Viswanadham, N.

doi:10.1109/icsmc.1993.384869

Cited by 1 publication

(1 citation statement)

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“…in Refs. [59,88,[93][94][95]. As such rules would, however, not explicitly pay attention to the duration of red traffic lights, they would not be suited for the application to urban road networks: Too long red times would increase the risk of red-light violations and therefore also the risk of traffic accidents [96][97][98].…”

Section: Combined Strategymentioning

confidence: 99%

Self-control of traffic lights and vehicle flows in urban road networks

2008

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Abstract.Based on fluid-dynamic and many-particle (car-following) simulations of traffic flows in (urban) networks, we study the problem of coordinating incompatible traffic flows at intersections. Inspired by the observation of self-organized oscillations of pedestrian flows at bottlenecks [D. Helbing and P. Molnár, Phys. Rev. E 51 (1995) 4282-4286], we propose a self-organization approach to traffic light control. The problem can be treated as multi-agent problem with interactions between vehicles and traffic lights. Specifically, our approach assumes a priority-based control of traffic lights by the vehicle flows themselves, taking into account short-sighted anticipation of vehicle flows and platoons. The considered local interactions lead to emergent coordination patterns such as "green waves" and achieve an efficient, decentralized traffic light control. While the proposed self-control adapts flexibly to local flow conditions and often leads to non-cyclical switching patterns with changing service sequences of different traffic flows, an almost periodic service may evolve under certain conditions and suggests the existence of a spontaneous synchronization of traffic lights despite the varying delays due to variable vehicle queues and travel times. The self-organized traffic light control is based on an optimization and a stabilization rule, each of which performs poorly at high utilizations of the road network, while their proper combination reaches a superior performance. The result is a considerable reduction not only in the average travel times, but also of their variation. Similar control approaches could be applied to the coordination of logistic and production processes.

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