A novel lattice hydrodynamic model considering the optimal estimation of flux difference effect on two-lane highway
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[1] Yeqing Qian,et al. Study on the effects of driver's lane-changing aggressiveness on traffic stability from an extended two-lane lattice model , 2015, Commun. Nonlinear Sci. Numer. Simul..
[2] Dihua Sun,et al. Analysis of average density difference effect in a new two-lane lattice model , 2015 .
[3] Geng Zhang,et al. Analysis of two-lane lattice hydrodynamic model with consideration of drivers’ characteristics , 2015 .
[4] Yu Cui,et al. The control method for the lattice hydrodynamic model , 2015, Commun. Nonlinear Sci. Numer. Simul..
[5] Takashi Nagatani,et al. Jamming transition in traffic flow on triangular lattice , 1999 .
[6] Dong Chen,et al. Stability analysis of a new lattice hydrodynamic model by considering lattice’s self-anticipative density effect , 2017 .
[7] Dihua Sun,et al. Nonlinear analysis of lattice model with consideration of optimal current difference , 2011 .
[8] A. Gupta,et al. Jamming transitions and the effect of interruption probability in a lattice traffic flow model with passing , 2015 .
[9] Gordon F. Newell,et al. A simplified car-following theory: a lower order model , 2002 .
[10] Takashi Nagatani,et al. Jamming transitions and the modified Korteweg–de Vries equation in a two-lane traffic flow , 1999 .
[11] Poonam Redhu,et al. An extended lattice model accounting for traffic jerk , 2018 .
[12] Rongjun Cheng,et al. An improved lattice hydrodynamic model considering the influence of optimal flux for forward looking sites , 2017 .
[13] V. K. Katiyar,et al. A new anisotropic continuum model for traffic flow , 2006 .
[14] Michael Schreckenberg,et al. A cellular automaton model for freeway traffic , 1992 .
[15] Bin Jia,et al. The stabilization effect of the density difference in the modified lattice hydrodynamic model of traffic flow , 2012 .
[16] Takashi Nagatani,et al. TDGL and MKdV equations for jamming transition in the lattice models of traffic , 1999 .
[17] Sapna Sharma,et al. Lattice hydrodynamic modeling of two-lane traffic flow with timid and aggressive driving behavior , 2015 .
[18] Shuhong Yang,et al. Effect of optimal estimation of flux difference information on the lattice traffic flow model , 2016 .
[19] Hai-Jun Huang,et al. A macro model for traffic flow on road networks with varying road conditions , 2014 .
[20] V. K. Katiyar,et al. Analyses of shock waves and jams in traffic flow , 2005 .
[21] Poonam Redhu,et al. Phase transition in a two-dimensional triangular flow with consideration of optimal current difference effect , 2014 .
[22] Poonam Redhu,et al. Effect of forward looking sites on a multi-phase lattice hydrodynamic model , 2016 .
[23] Wen-xing Zhu,et al. A new car-following model considering the related factors of a gyroidal road , 2014 .
[24] D. Helbing,et al. Gas-Kinetic-Based Traffic Model Explaining Observed Hysteretic Phase Transition , 1998, cond-mat/9810277.
[25] T. Nagatani. Jamming transition in a two-dimensional traffic flow model. , 1999, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[26] A. Gupta,et al. Analyses of Lattice Traffic Flow Model on a Gradient Highway , 2014 .
[27] Arvind Kumar Gupta,et al. Analysis of a modified two-lane lattice model by considering the density difference effect , 2014, Commun. Nonlinear Sci. Numer. Simul..
[28] V. K. Katiyar,et al. Phase transition of traffic states with on-ramp , 2006 .
[29] Poonam Redhu,et al. Jamming transition of a two-dimensional traffic dynamics with consideration of optimal current difference , 2013 .
[30] A. Gupta,et al. Analyses of a continuum traffic flow model for a nonlane-based system , 2014 .
[31] Takashi Nagatani,et al. Jamming transition of high-dimensional traffic dynamics , 1999 .
[32] Arvind Kumar Gupta,et al. Nonlinear analysis of traffic jams in an anisotropic continuum model , 2010 .
[33] Arvind Kumar Gupta,et al. Delayed-feedback control in a Lattice hydrodynamic model , 2015, Commun. Nonlinear Sci. Numer. Simul..
[34] Hai-Jun Huang,et al. Influences of the driver’s bounded rationality on micro driving behavior, fuel consumption and emissions , 2015 .
[35] Ramanpreet Kaur,et al. Analysis of driver’s characteristics on a curved road in a lattice model , 2017 .
[36] Nakayama,et al. Dynamical model of traffic congestion and numerical simulation. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[37] Siuming Lo,et al. The KdV–Burgers equation in speed gradient viscous continuum model , 2012 .
[38] Poonam Redhu,et al. The role of passing in a two-dimensional network , 2016 .
[39] Ramanpreet Kaur,et al. Modeling and simulation of driver’s anticipation effect in a two lane system on curved road with slope , 2017, Physica A: Statistical Mechanics and its Applications.
[40] Wen-xing Zhu,et al. A speed feedback control strategy for car-following model , 2014 .
[41] Yunpeng Wang,et al. An extended car-following model with consideration of the reliability of inter-vehicle communication , 2014 .
[42] Arvind Kumar Gupta,et al. Analysis of the wave properties of a new two-lane continuum model with the coupling effect , 2012 .
[43] A. Gupta,et al. Effect of multi-phase optimal velocity function on jamming transition in a lattice hydrodynamic model with passing , 2015 .
[44] Sapna Sharma. Effect of driver’s anticipation in a new two-lane lattice model with the consideration of optimal current difference , 2015 .
[45] Takashi Nagatani,et al. Modified KdV equation for jamming transition in the continuum models of traffic , 1998 .
[46] 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 .