Equivalence of linear response among extended optimal velocity models

被引：76

作者：

Hasebe, K ^{[1
]}

Nakayama, A

Sugiyama, Y

机构：

[1] Aichi Univ, Fac Business Adm, Aichi 4700296, Japan

[2] Gifu Keizai Univ, Gifu 5038550, Japan

[3] Nagoya Univ, Grad Sch Informat Sci, Dept Complex Syst Sci, Nagoya, Aichi 4648601, Japan

来源：

PHYSICAL REVIEW E | 2004年 / 69卷 / 01期

关键词：

D O I：

10.1103/PhysRevE.69.017103

中图分类号：

O35 [流体力学]; O53 [等离子体物理学];

学科分类号：

070204 ; 080103 ; 080704 ;

摘要：

We investigate the property of extended optimal velocity (OV) models of traffic flow, in which a driver looks at arbitrary number of vehicles that precede. We prove an equivalence of linear response among extended models. This equivalence provides a natural understanding of the improvement of the stability of traffic flow.

引用

页数：3

共 15 条

[1] DYNAMICAL MODEL OF TRAFFIC CONGESTION AND NUMERICAL-SIMULATION
BANDO, M
HASEBE, K
NAKAYAMA, A
SHIBATA, A
SUGIYAMA, Y
[J]. PHYSICAL REVIEW E, 1995, 51 (02): : 1035 - 1042
[2] BANDO M, 1995, J PHYS I, V5, P1389, DOI 10.1051/jp1:1995206
[3] Bando M., 1994, Japan Journal of Industrial and Applied Mathematics, V11, P203
[4] Statistical physics of vehicular traffic and some related systems
Chowdhury, D
Santen, L
Schadschneider, A
[J]. PHYSICS REPORTS-REVIEW SECTION OF PHYSICS LETTERS, 2000, 329 (4-6): : 199 - 329
[5] Dynamical model of a cooperative driving system for freeway traffic
Hasebe, K
Nakayama, A
Sugiyama, Y
[J]. PHYSICAL REVIEW E, 2003, 68 (02): : 6
[6] HASEBE K, 1997, P 3 S SIM TRAFF FLOW, P6
[7] Hayakawa H, 1998, PROG THEOR PHYS SUPP, P57, DOI 10.1143/PTPS.130.57
[8] Traffic and related self-driven many-particle systems
Helbing, D
[J]. REVIEWS OF MODERN PHYSICS, 2001, 73 (04) : 1067 - 1141
[9] Helbing D., 2000, Traffic and Granular Flow'99: Social, Traffic and Granular Dynamics
[10] Multi-anticipative car-following model
Lenz, H
Wagner, CK
Sollacher, R
[J]. EUROPEAN PHYSICAL JOURNAL B, 1999, 7 (02) : 331 - 335

← 1 2 →