Traffic and related self-driven many-particle systems

被引:2497
作者
Helbing, D
机构
[1] Tech Univ Dresden, Inst Econ & Traff, D-01062 Dresden, Germany
[2] Univ Stuttgart, Inst Theoret Phys, D-70550 Stuttgart, Germany
[3] Coll Budapest, Inst Adv Study, H-1014 Budapest, Hungary
关键词
D O I
10.1103/RevModPhys.73.1067
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
Since the subject of traffic dynamics has captured the interest of physicists, many surprising effects have been revealed and explained. Some of the questions now understood are the following: Why are vehicles sometimes stopped by "phantom traffic jams" even though drivers all like to drive fast? What are the mechanisms behind stop-and-go traffic? Why are there several different kinds of congestion, and how are they related? Why do most traffic jams occur considerably before the road capacity is reached? Can a temporary reduction in the volume of traffic cause a lasting traffic jam? Under which conditions can speed limits speed up traffic? Why do pedestrians moving in opposite directions normally organize into lanes, while similar systems "freeze by heating"? All of these questions have been answered by applying and extending methods from statistical physics and nonlinear dynamics to self-driven many-particle systems. This article considers the empirical data and then reviews the main approaches to modeling pedestrian and vehicle traffic. These include microscopic (particle-based), mesoscopic (gas-kinetic), and macroscopic (fluid-dynamic) models. Attention is also paid to the formulation of a micro-macro link, to aspects of universality, and to other unifying concepts, such as a general modeling framework for self-driven many-particle systems, including spin systems. While the primary focus is upon vehicle and pedestrian traffic, applications to biological or socio-economic systems such as bacterial colonies, flocks of birds, panics, and stock market dynamics are touched upon as well.
引用
收藏
页码:1067 / 1141
页数:75
相关论文
共 821 条
[1]  
AGYEMANGDUAH K, 1991, HIGHWAY CAPACITY AND LEVEL OF SERVICE, P1
[2]  
Ahmed KI, 1996, TRANSPORTATION AND TRAFFIC THEORY, P501
[3]   Self-organized collective displacements of self-driven individuals [J].
Albano, EV .
PHYSICAL REVIEW LETTERS, 1996, 77 (10) :2129-2132
[4]   CONTRIBUTIONS TO BOLTZMANN-LIKE APPROACH FOR TRAFFIC FLOW - MODEL FOR CONCENTRATION DEPENDENT DRIVING PROGRAMS [J].
ALBERTI, E ;
BELLI, G .
TRANSPORTATION RESEARCH, 1978, 12 (01) :33-42
[5]   REACTION-DIFFUSION PROCESSES, CRITICAL-DYNAMICS, AND QUANTUM CHAINS [J].
ALCARAZ, FC ;
DROZ, M ;
HENKEL, M ;
RITTENBERG, V .
ANNALS OF PHYSICS, 1994, 230 (02) :250-302
[6]   LATTICE DIFFUSION AND HEISENBERG-FERROMAGNET [J].
ALEXANDER, S ;
HOLSTEIN, T .
PHYSICAL REVIEW B, 1978, 18 (01) :301-302
[7]  
AlGadhi SAH, 2002, PEDESTRIAN AND EVACUATION DYNAMICS, P3
[8]   Roughening transition in a one-dimensional growth process [J].
Alon, U ;
Evans, MR ;
Hinrichsen, H ;
Mukamel, D .
PHYSICAL REVIEW LETTERS, 1996, 76 (15) :2746-2749
[9]   A SIMULATION-MODEL FOR TRAFFIC FLOW WITH PASSING [J].
ALVAREZ, A ;
BREY, JJ ;
CASADO, JM .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1990, 24 (03) :193-202
[10]   GROUP-PERFORMANCE IN AN ANAGRAM TASK [J].
ANDERSON, NH .
JOURNAL OF SOCIAL PSYCHOLOGY, 1961, 55 (01) :67-75