scholarly journals A Phase-by-phase Traffic Control Policy at Isolated Intersection Based on Cooperative Vehicle-infrastructure System

2013 ◽  
Vol 96 ◽  
pp. 1987-1996 ◽  
Author(s):  
Yinsong Wang ◽  
Xiaoguang Yang ◽  
Luoyi Huang ◽  
Lun Zhang
2008 ◽  
Vol 41 (2) ◽  
pp. 13070-13078 ◽  
Author(s):  
Sofiane KACHROUDI ◽  
Neila BHOURI

1968 ◽  
Vol 72 (691) ◽  
pp. 647-654
Author(s):  
H. C. N. Goodhart

Much of what I am going to say is opinion and many will find it controversial. It is therefore essential to start off from a firm and incontrovertible basis of fact. By this means it should be possible to narrow down the controversy considerably. Table I represents the state of aviation in this country in comparison with the USA. These facts are confined to civil aviation since it is the growth of civil aviation that I am talking about.


2011 ◽  
Vol 19 (8) ◽  
pp. 900-911 ◽  
Author(s):  
Ilya Ioslovich ◽  
Jack Haddad ◽  
Per-Olof Gutman ◽  
David Mahalel

1970 ◽  
Vol 24 (6) ◽  
pp. 469-478 ◽  
Author(s):  
Anita Gudelj ◽  
Danko Kezić ◽  
Stjepan Vidačić

The paper deals with the traffic control and job optimization in the marine canal system. The moving of vessels can be described as a set of discrete events and states. Some of these states can be undesirable such as conflicts and deadlocks. It is necessary to apply adequate control policy to avoid deadlocks and blocks the vessels’ moving only in the case of dangerous situation. This paper addresses the use of Petri net as modelling and scheduling tool in this context. To find better solutions the authors propose the integration of Petri net with a genetic algorithm. Also, a matrix based formal method is proposed for analyzing discrete event dynamic system (DEDS). The algorithm is developed to deal with multi-project, multi-constrained scheduling problem with shared resources. It is verified by a computer simulation using MATLAB environment.


2007 ◽  
Author(s):  
Xiancheng Feng ◽  
Xiang Yun ◽  
Liu Yang

Author(s):  
Edward B. Lieberman ◽  
Jinil Chang ◽  
Elena Shenk Prassas

The formulation of a real-time traffic control policy designed expressly for oversaturated arterials is presented, and the operating protocol is described. Its objectives are to ( a) maximize system throughput, ( b) fully use storage capacity, and ( c) provide equitable service. This control policy, known as RT/IMPOST (real-time/internal metering policy to optimize signal timing), is designed to control queue growth on every saturated approach by suitably metering traffic to maintain stable queues. Consistent with this approach, bounds on queue lengths and signal offsets are determined. A mixed-integer linear program (MILP) tableau is formulated to yield optimal values of signal offsets and queue length for each approach. A nonlinear (quadratic) programming formulation adjusts the arterial green-phase durations of each signal cycle so that the actual arterial queue lengths on each saturated approach will continually closely approximate the optimal queue lengths computed by the MILP formulation. The policy principles are as follows: ( a) the signal phase durations “meter” traffic at intersections servicing oversaturated approaches to control and stabilize queue lengths and to provide equitable service to competing traffic streams; and ( b) the signal coordination (i.e., offsets) controls the interaction between incoming platoons and standing queues in a way that fully uses the available storage capacity, keeps intersections clear of queue spillback, and maximizes throughput.


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