The effect of driver's characteristics on the stability of traffic flow under honk environment

被引：28

作者：

Wen, Huiying ^{[1
]}

Rong, Ying ^{[1
]}

Zeng, Caibin ^{[2
]}

Qi, Weiwei ^{[1
]}

机构：

[1] S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China

[2] S China Univ Technol, Sch Math, Guangzhou 510640, Guangdong, Peoples R China

来源：

NONLINEAR DYNAMICS | 2016年 / 84卷 / 03期

基金：

中国博士后科学基金; 中国国家自然科学基金;

关键词：

Traffic flow; Optimal velocity model; Driver's characteristics; Honk effect; Stability; CAR-FOLLOWING MODEL; OPTIMAL VELOCITY; DYNAMICAL MODEL; ANTICIPATION; ACCELERATION; DIFFERENCE;

D O I：

10.1007/s11071-015-2585-0

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

A modified optimal velocity model is proposed by considering the timid or aggressive characteristics of drivers behavior on traffic flow. The effect of driver's characteristic on the stability of traffic flow under honk environment is examined through linear stability analysis. It is shown that the parameters related to driver's characteristics and honk effect all have significant impact on the stability of traffic flow. Precisely, the timid driver is more beneficial to improve the stability of the traffic flow than the aggressive one under honk environment; moreover, the more skillful driver is more advantageous to improve the stability of traffic situation under the same honk environment for the same driver's characteristics. Finally, many simulation results are found consistent with the theoretical findings which confirm that the drivers characteristics play a significant role on traffic flow dynamics.

引用

页码：1517 / 1528

页数：12

共 22 条

[1] DYNAMICAL MODEL OF TRAFFIC CONGESTION AND NUMERICAL-SIMULATION [J].

BANDO, M ;

HASEBE, K ;

NAKAYAMA, A ;

SHIBATA, A ;

SUGIYAMA, Y .

PHYSICAL REVIEW E, 1995, 51 (02) :1035-1042

[2] On the periodicity of traffic oscillations and capacity drop: The role of driver characteristics [J].

Chen, Danjue ;

Ahn, Soyoung ;

Laval, Jorge ;

Zheng, Zuduo .

TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2014, 59 :117-136

[3] The theoretical analysis of the anticipation lattice models for traffic flow [J].

Cheng, Rong-Jun ;

Li, Zhi-Peng ;

Zheng, Peng-Jun ;

Ge, Hong-Xia .

NONLINEAR DYNAMICS, 2014, 76 (01) :725-731

[4] Modifications of the optimal velocity traffic model to include delay due to driver reaction time [J].

Davis, LC .

PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2003, 319 :557-567

[5] Analyses of driver's anticipation effect in sensing relative flux in a new lattice model for two-lane traffic system [J].

Gupta, Arvind Kumar ;

Redhu, Poonam .

PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2013, 392 (22) :5622-5632

[6] Generalized force model of traffic dynamics [J].

Helbing, D ;

Tilch, B .

PHYSICAL REVIEW E, 1998, 58 (01) :133-138

[7] Full velocity difference model for a car-following theory [J].

Jiang, R ;

Wu, QS ;

Zhu, ZJ .

PHYSICAL REVIEW E, 2001, 64 (01) :4-017101

[8] Lattice hydrodynamic traffic flow model with explicit drivers' physical delay [J].

Kang, Yi-Rong ;

Sun, Di-Hua .

NONLINEAR DYNAMICS, 2013, 71 (03) :531-537

[9] Effect of driver over-acceleration on traffic breakdown in three-phase cellular automaton traffic flow models [J].

Kerner, Boris S. ;

Klenov, Sergey L. ;

Hermanns, Gerhard ;

Schreckenberg, Michael .

PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2013, 392 (18) :4083-4105

[10] Effect of the optimal velocity function on traffic phase transitions in lattice hydrodynamic models [J].

Li, Xingli ;

Li, Zhipeng ;

Han, Xianglin ;

Dai, Shiqiang .

COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2009, 14 (05) :2171-2177

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