Optimizing Minimum and Maximum Green Time Settings for Traffic Actuated Control at Isolated Intersections

Optimization of fuel cost and emissions with vehicular networks at traffic intersections

“…Static TLSs are controlled by fixed cycle controllers, regardless of current traffic volumes. On the other hand, the operation of dynamic TLS controllers varies, based on the observed traffic volume [12]. In this scenario, we consider a predominant TLS model where TLSs have three phases: green "g", yellow "y", and red "r", whose durations are fixed to T g , T y , and T r for green, yellow, and red, respectively.…”

Optimization of Signal Timing of Intersections by Internal Metering of Queue Time Ratio of Vehicles in Network Scale

“…They used real-time queue lengths and traffic arrival characteristics for each phase [12]. Geroliminis and Skabardonis (2011) accomplished a methodology to identify queue spillovers in urban networks with signalized intersections.…”

Application of SFCA pedestrian simulation model to the signalized crosswalk width design

“…However, historically the attention has mainly been concentrated on motorized traffic while relatively less concern was allocated to non-motorized traffic, especially pedestrians. Although some attempts have been made to optimize pedestrian facilities with respect to their geometry, signal phase, signs and markings (Mohammadipour and Alavi, 2009;Zou et al, 2009;Zhang and Wang, 2011), there remains a number of issues that should be investigated and evaluated further. In terms of the design for signalized crosswalk geometry, the current approach is unclear and sometimes controversial in selecting a proper width for a signalized crosswalk to satisfy pedestrian demand as well as practical constraints.…”