COMPARISON OF DELAY ESTIMATES AT UNDER-SATURATED AND OVER-SATURATED PRE-TIMED SIGNALIZED INTERSECTIONS
By F. Dion, Hesham A Rakha, Youn-Soo Kang. 2004
338 citations recorded by the source corpus.
Subfields: Control and Systems Engineering, Safety, Risk, Reliability and Quality, Transportation
View Paper: https://www.semanticscholar.org/paper/3141c5c56de6e295940cac43b94790483a42a49b
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In Control and Systems Engineering
In Transportation
Citations in the corpus
- Review on Theoretical Delay Estimation Model for Signalized Intersections (2016, background): “The first study to address vehicle-actuated control delay was proposed by Garwood (1940), assuming Poisson arrivals.”
- Understanding knee points in bicriteria problems and their implications as preferred solution principles (2011, background): “It is clear that a knee-region exists with both upper bounds varying in the range [1, 10].”
- IntelliLight: A Reinforcement Learning Approach for Intelligent Traffic Light Control (2018, background): “The first is pre-timed signal control [6, 18, 23], where a fixed time is determined for all green phases according to historical traffic demand, without considering possible fluctuations in traffic demand.”
- Stochastic cell transmission model for traffic network with demand and supply uncertainties (2013, methodology): “Simulation results It has been reported in Dion et al. (2004) and illustrated in Figure 26 that there is a general consistency between the analytical delay models when they are applied to the analysis of signalised intersections with low saturation ratios.”
- Multi-Objective Optimization of Traffic Signal Timing for Oversaturated Intersection (2013, background): “However, the traffic flow becomes unstable when the traffic demand approaches or exceeds the capacity [9].”