Propagating properties of traffic flow on a ring road without ramp
暂无分享,去创建一个
Tie-Qiao Tang | Louis Caccetta | Jia He | Yonghong Wu | L. Caccetta | Tie-Qiao Tang | Yonghong Wu | Jia He
[1] Takashi Nagatani,et al. Effect of headway and velocity on safety–collision transition induced by lane changing in traffic flow , 2012 .
[2] 孙棣华,et al. A new traffic model with the consideration of coupling effect with two lanes , 2009 .
[3] V. K. Katiyar,et al. A new anisotropic continuum model for traffic flow , 2006 .
[4] A. Schadschneider,et al. Statistical physics of vehicular traffic and some related systems , 2000, cond-mat/0007053.
[5] P. I. Richards. Shock Waves on the Highway , 1956 .
[6] Wen-Xing Zhu,et al. Nonlinear analysis of traffic flow on a gradient highway , 2012 .
[7] M J Lighthill,et al. On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[8] C. Daganzo. Requiem for second-order fluid approximations of traffic flow , 1995 .
[9] Zhu Wen-xing,et al. A Backward-Looking Optimal Current Lattice Model , 2008 .
[10] Arvind Kumar Gupta,et al. A NEW MULTI-CLASS CONTINUUM MODEL FOR TRAFFIC FLOW , 2007 .
[11] Xin Wang,et al. The Carrying Capacity Under Four-Aspect Color Light Automatic Block Signaling Based on Cellular Automata , 2013 .
[12] Hongxia Ge,et al. The theoretical analysis of the lattice hydrodynamic models for traffic flow theory , 2010 .
[13] Wen-Xing Zhu,et al. Analysis of energy dissipation in traffic flow with a variable slope , 2013 .
[14] Poonam Redhu,et al. Jamming transition of a two-dimensional traffic dynamics with consideration of optimal current difference , 2013 .
[15] Hongxia Ge,et al. The Korteweg-de Vries soliton in the lattice hydrodynamic model , 2009 .
[16] V. K. Katiyar,et al. Phase transition of traffic states with on-ramp , 2006 .
[17] Yongsheng Qian,et al. Study on security features of freeway traffic flow with cellular automata model—Taking the number of overtake as an example , 2013 .
[18] Takashi Nagatani,et al. Vehicular motion in counter traffic flow through a series of signals controlled by a phase shift , 2012 .
[19] Siuming Lo,et al. An improved car-following model considering influence of other factors on traffic jam , 2012 .
[20] R. Jiang,et al. A new continuum model for traffic flow and numerical tests , 2002 .
[21] Arvind Kumar Gupta,et al. A SECTION APPROACH TO A TRAFFIC FLOW MODEL ON NETWORKS , 2013 .
[22] Hai-Jun Huang,et al. A new macro model with consideration of the traffic interruption probability , 2008 .
[23] Kerner,et al. Cluster effect in initially homogeneous traffic flow. , 1993, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[24] Wen-xing Zhu,et al. Friction coefficient and radius of curvature effects upon traffic flow on a curved Road , 2012 .
[25] Boris S. Kerner,et al. Local cluster effect in different traffic flow models , 1998 .
[26] V. K. Katiyar,et al. Analyses of shock waves and jams in traffic flow , 2005 .
[27] A. Gupta,et al. Analyses of driver’s anticipation effect in sensing relative flux in a new lattice model for two-lane traffic system , 2013 .
[28] Wen-Xing Zhu,et al. Analysis of CO2 emission in traffic flow and numerical tests , 2013 .
[29] Arvind Kumar Gupta,et al. Analysis of the wave properties of a new two-lane continuum model with the coupling effect , 2012 .
[30] Takashi Nagatani,et al. Effect of signals on two-route traffic system with real-time information , 2012 .
[31] Arvind Kumar Gupta,et al. Nonlinear analysis of traffic jams in an anisotropic continuum model , 2010 .