Hysteresis in traffic flow revisited: An improved measurement method

被引：101

作者：

Laval, Jorge A. ^{[1
]}

机构：

[1] Georgia Inst Technol, Sch Civil & Environm Engn, Atlanta, GA 30332 USA

来源：

TRANSPORTATION RESEARCH PART B-METHODOLOGICAL | 2011年 / 45卷 / 02期

关键词：

Hysteresis; Traffic flow; Kinematic wave theory;

D O I：

10.1016/j.trb.2010.07.006

中图分类号：

F [经济];

学科分类号：

02 ;

摘要：

This paper presents new insights on the hysteresis phenomenon in congested freeway traffic. It is found that existing theories based on different driver behavior for acceleration and deceleration are incomplete. The data suggests that one needs to consider aggressive and timid driver behavior as well. These findings are based on an improved method for measuring traffic flow variables from trajectory data consistently with kinematic wave theory. (C) 2010 Elsevier Ltd. All rights reserved.

引用

页码：385 / 391

页数：7

共 28 条

[1]

[Anonymous], 2006, NEXT GENERATION SIMU

[2]

Banks J.H., 1989, Transportation Research Record, P53

[3]

Cassidy M., 1997, Transportation Research Record: Journal of the Transportation Research Board, V1591, P1

[4]

Cassidy M.J., 1995, Transportation Research Record, V1484, P73

[5] Bivariate relations in nearly stationary highway traffic [J].

Cassidy, MJ .

TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1998, 32 (01) :49-59

[6] Some traffic features at freeway bottlenecks [J].

Cassidy, MJ ;

Bertini, RL .

TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1999, 33 (01) :25-42

[7]

Coifman B., 1996, TIME SPACE DIAGRAMS

[8] Possible explanations of phase transitions in highway traffic [J].

Daganzo, CF ;

Cassidy, MJ ;

Bertini, RL .

TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 1999, 33 (05) :365-379

[9]

Edie L., 1965, Proceedings of the 2nd International Symposium on the Theory of Traffic Flow, Paris: OECD, P139

[10]

FOSTER J, 1962, 1 C AUSTR ROAD RES B, V1, P229

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