Multilane Spatiotemporal Trajectory Optimization Method (MSTTOM) for Connected Vehicles

Table 1

Simulation conditions and parameter settings.

Parameters	Unit	Value
Distance from detector to intersection	(m)	200
Minimum headway at rest	(m)	2
Vehicle length	(m)	4.5
Vehicle width	(m)	1.8
Vehicle height	(m)	1.5
Lane width	(m)	3.5
Signal cycle duration	(s)	60
Green light duration	(s)	12
Red light duration	(s)	45
Yellow light duration	(s)	3
Saturated traffic flow rate	(Veh/h/lane)	1800
Maximum vehicle speed	(km/h)	60
Minimum vehicle speed	(km/h)	0
Maximum vehicle acceleration	(m/s^2)	2.6
Maximum vehicle deceleration	(m/s^2)	−4
Maximum vehicle lateral acceleration	(m/s^2)	2
Maximum vehicle lateral deceleration	(m/s^2)	−2
Maximum vehicle jerk	(m/s^3)	10
Weight coefficient	—	100
Weight coefficient	—	50
Weight coefficient	—	10
Weight coefficient	—	200
Weight coefficient	—	1
Weight coefficient	—	5