Research Article

Traffic Optimization at Junctions to Improve Vehicular Flows

Figure 1

Comparison among 𝐽 1 computed by opt 𝐽 1 (a), 𝐽 6 computed by opt 𝐽 6 (b), and fixed cases for 𝑝 = 0 . 4 and 𝑝 = 0 . 8 .
679056.fig.001a
(a)
679056.fig.001b
(b)