A Differential Evolution Algorithm-Based Traffic Control Model for Signalized Intersections

Table 2

The objective function, decision variables, and the set of constraints for the optimization problem.

Objective function (n = total number of lanes at intersection)
Decision variables		Green signal timing (green split) for Phase I (sec)
		Green signal timing (green split) for Phase II (sec)
		Green signal timing (green split) for Phase III (sec)
Set of constraints
	As a sample: green signal timings (green splits) for one-numbered flow ()
	For plan no. 1:	For plan no. 7:
	For plan no. 6:	For plan no. 8: