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Integrated trafﬁc control for mixed urban and freeway networks
Trafﬁc control strategies based on different assignment models
12 other sections not shown
ALINEA averaging methods Braess paradox calibration computed congestion constraints control actions control method control signal control strategy control time step cost function day-to-day route choice deﬁne density described detectors determine developed downstream DRIP drivers dynamic trafﬁc assignment equilibrium assignment ﬁrst freeway link freeway networks inﬂuence the route integer linear programming Intelligent Transportation Systems intersection km/h linear loop detectors METANET model mixed networks model predictive control MPC-based control Netherlands node number of vehicles obtained off-ramp metering Omnitrans on-ramp optimal control optimization algorithm optimization problem parameters performance period prediction model queue length ramp metering installation ramp metering rate route choice control route choice model Section segment selected shock wave space mean speed speed limit controller step kf total time spent trafﬁc control measures trafﬁc networks trafﬁc signals TRAIL Thesis Series Transportation Research tuming rates urban roads values variable speed limits veh-h veh/h veh/km/lane