2013
DOI: 10.1016/j.sbspro.2013.08.269
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A Traffic Emission-saving Signal Timing Model for Urban Isolated Intersections

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Cited by 17 publications
(7 citation statements)
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“…This laboratory implementation makes it possible to evaluate realistically the performances of the proposed system before a real implementation in the field. We applied the standard practice of using simulation to test the effectiveness of the FCDATS system because, in most academic studies, traffic light regulation and traffic signal optimization were designed and analyzed in simulated environments [65][66][67][68]. Once the results have been analyzed, if they are promising, the system can be tested in a real environment.…”
Section: Methodsmentioning
confidence: 99%
“…This laboratory implementation makes it possible to evaluate realistically the performances of the proposed system before a real implementation in the field. We applied the standard practice of using simulation to test the effectiveness of the FCDATS system because, in most academic studies, traffic light regulation and traffic signal optimization were designed and analyzed in simulated environments [65][66][67][68]. Once the results have been analyzed, if they are promising, the system can be tested in a real environment.…”
Section: Methodsmentioning
confidence: 99%
“…The ratio of the accurate function value to the initial exact function value is adopted as the aim of optimization value. The weights of different indicators in the optimization objective are determined [13] .…”
Section: Signal Optimization Modelsmentioning
confidence: 99%
“…The outputs from VISSIM (delay and average stops) and CMEM are inserted into a multi-objective genetic algorithm (NSGA-II) to determine the solutions which simultaneously minimized total delay, total number of stops and average fuel consumption. Qian et al (2013) developed a weighted sum objective function consisting of delay, pollutant emission and traffic capacity which was used to derive the optimal traffic control strategies under different traffic conditions by applying real-coded GA. Zhang et al (2013) formulated a two-objective optimization function which included delay and exposure to traffic emissions with the goal of optimizing cycle length, offsets, green splits and phase sequences. Simulation based GA was implemented to optimize the objective function.…”
Section: Environmental Metrics As Part Of Traffic Signal Optimizationsmentioning
confidence: 99%