Stability Analysis of a Car-Following Model on Two Lanes

Considering lateral influence from adjacent lane, an improved car-following model is developed in this paper. Then linear and nonlinear stability analyses are carried out. The modified Korteweg-de Vries (MKdV) equation is derived with the kink-antikink soliton solution. Numerical simulations are implemented and the result shows good consistency with theoretical study.

[1]  T. Nagatani The physics of traffic jams , 2002 .

[2]  薛郁 Analysis of the stability and density waves for traffic flow , 2005 .

[3]  Takashi Nagatani,et al.  Modified KdV equation for jamming transition in the continuum models of traffic , 1998 .

[4]  Helbing,et al.  Congested traffic states in empirical observations and microscopic simulations , 2000, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[5]  R. Jiang,et al.  A new continuum model for traffic flow and numerical tests , 2002 .

[6]  T. Nagatani,et al.  Density waves in traffic flow. , 2000, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[7]  T. Nagatani,et al.  Soliton and kink jams in traffic flow with open boundaries. , 1999, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[8]  Shiqiang Dai,et al.  KdV and kink–antikink solitons in car-following models , 2005 .

[9]  Sheng Jin,et al.  Non-lane-based full velocity difference car following model , 2010 .

[10]  G. Zi-you,et al.  Multiple velocity difference model and its stability analysis , 2006 .

[11]  Takashi Nagatani,et al.  Jamming transitions and the modified Korteweg–de Vries equation in a two-lane traffic flow , 1999 .

[12]  Jianping Wu,et al.  The validation of a microscopic simulation model: a methodological case study , 2003 .

[13]  Density waves in the full velocity difference model , 2006 .

[14]  Hongxia Ge,et al.  Two velocity difference model for a car following theory , 2008 .

[15]  Dirk Helbing,et al.  GENERALIZED FORCE MODEL OF TRAFFIC DYNAMICS , 1998 .

[16]  Siuming Lo,et al.  An improved car-following model considering influence of other factors on traffic jam , 2012 .

[17]  Nakayama,et al.  Dynamical model of traffic congestion and numerical simulation. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[18]  L. C. Davis,et al.  Modifications of the optimal velocity traffic model to include delay due to driver reaction time , 2003 .

[19]  Komatsu,et al.  Kink soliton characterizing traffic congestion. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[20]  R. Jiang,et al.  Full velocity difference model for a car-following theory. , 2001, Physical review. E, Statistical, nonlinear, and soft matter physics.

[21]  G. Peng,et al.  Optimal velocity difference model for a car-following theory , 2011 .

[22]  D. Helbing Traffic and related self-driven many-particle systems , 2000, cond-mat/0012229.

[23]  Mike McDonald,et al.  Car-following: a historical review , 1999 .

[24]  Ziyou Gao,et al.  A new car-following model: full velocity and acceleration difference model , 2005 .

[25]  Kentaro Hirata,et al.  Decentralized delayed-feedback control of an optimal velocity traffic model , 2000 .

[26]  Takashi Nagatani,et al.  Phase transition in a difference equation model of traffic flow , 1998 .

[27]  D. Helbing,et al.  Gas-Kinetic-Based Traffic Model Explaining Observed Hysteretic Phase Transition , 1998, cond-mat/9810277.

[28]  K. Hasebe,et al.  Analysis of optimal velocity model with explicit delay , 1998, patt-sol/9805002.

[29]  Tong Li,et al.  A new car-following model with two delays , 2014 .