Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: An example of the heterogeneous traffic flow consisting of the four types of driver

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: Influence of the parameters in the HEOV model on the traffic flow stability

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: The relationship of the stationary velocity and the stability function of the heterogeneous traffic flow

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: The headway development plots against time and vehicle number. (a) The case of v* = 2.0, and (b) the case of v* = 2.2.

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: The stability functions of the four types of driver with respect to the stationary velocity

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: (a) The headway development against the vehicle number and time, and (b) the wave trough of the first traffic wave

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: The trajectories: (a) the traffic flow including 20 S-C drivers, 15 S-IC drivers, 35 IS-C drivers, and 30 IS-IC drivers, (b) the traffic flow including 1 S-C driver, 1 S-IC driver, 1 IS-C driver, and 97 IS-IC drivers

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: The trajectories: (a) the traffic flow including 10 S-C drivers, 20 S-IC drivers, 30 IS-C drivers, and 40 IS-IC drivers, and (b) the traffic flow including 97 S-C drivers, 1 S-IC driver, 1 IS-C driver, and 1 IS-IC driver

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: (a) The values of the stability function of the heterogeneous traffic flow, and (b) the neutral stability line when pS-IC = 0.5

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: The headway plots: (a) the unstable case when pS-C = 6%, and (b) the stable case when pS-C = 7%

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: Model and Stability of the Traffic Flow Consisting of Heterogeneous Drivers J. Comput. Nonlinear Dynam. 2015;10(3):031001-031001-10. doi:10.1115/1.4025896 Figure Legend: The trajectories: (a) the case of the narrow parameter range Vmax∈[3.5,4] and (b) the case of the wide parameter range Vmax∈[2.1,4]