Stability analysis of traffic flow with extended CACC control models
Zheng Ya-Zhou1, Cheng Rong-Jun2, 4, Lo Siu-Ming3, Ge Hong-Xia2, 4, †,
       

Numerical simulations for the VC model with (a) τ = 0.25, γ = λ = 2, (b) τ = 0.25, γ = λ = 3.