A geometric Brownian motion car-following model: towards a better understanding of capacity drop
暂无分享,去创建一个
Serge P. Hoogendoorn | Rui Jiang | Victor L. Knoop | Jorge A. Laval | Jorge Laval | S. Hoogendoorn | V. Knoop | R. Jiang | K. Yuan | K. Yuan
[1] Ya-li Wu,et al. [null]. , 2019, Zhongguo ying yong sheng li xue za zhi = Zhongguo yingyong shenglixue zazhi = Chinese journal of applied physiology.
[2] Serge P. Hoogendoorn,et al. A Microscopic Investigation Into the Capacity Drop: Impacts of Longitudinal Behavior on the Queue Discharge Rate , 2017, Transp. Sci..
[3] B. Øksendal. Stochastic differential equations : an introduction with applications , 1987 .
[4] W D Glauz,et al. THE CAPABILITY AND ENHANCEMENT OF VDANL AND TWOPAS FOR ANALYZING VEHICLE PERFORMANCE ON UPGRADES AND DOWNGRADES WITHIN IHSDM , 2000 .
[5] Michael J. Cassidy,et al. Relation between traffic density and capacity drop at three freeway bottlenecks , 2007 .
[6] Victor L. Knoop,et al. Traffic flow on pedestrianized streets , 2016 .
[7] Soyoung Ahn,et al. A behavioural car-following model that captures traffic oscillations , 2012 .
[8] Serge P. Hoogendoorn,et al. Capacity Drops at Merges: Analytical Expressions for Multilane Freeways , 2016 .
[9] Ludovic Leclercq,et al. Capacity drops at merges: An endogenous model , 2011 .
[10] Hwasoo Yeo,et al. Impact of stop-and-go waves and lane changes on discharge rate in recovery flow , 2015 .
[11] Ludovic Leclercq,et al. Capacity drops at merges: New analytical investigations , 2016 .
[12] Nikolaos Geroliminis,et al. Empirical observations of capacity drop in freeway merges with ramp control and integration in a first-order model , 2013 .
[13] Dirk Helbing,et al. Understanding widely scattered traffic flows, the capacity drop, and platoons as effects of variance-driven time gaps. , 2006, Physical review. E, Statistical, nonlinear, and soft matter physics.
[14] Mao-Bin Hu,et al. Traffic Experiment Reveals the Nature of Car-Following , 2014, PloS one.
[15] Bhargava Rama Chilukuri,et al. Symmetries in the kinematic wave model and a parameter-free representation of traffic flow , 2016 .
[16] Zhuang Fengqing,et al. Patients’ Responsibilities in Medical Ethics , 2016 .
[17] Ziyou Gao,et al. Empirical analysis and simulation of the concave growth pattern of traffic oscillations , 2016 .
[18] Mao-Bin Hu,et al. On some experimental features of car-following behavior and how to model them , 2015 .
[19] Hwasoo Yeo,et al. Asymmetric Microscopic Driving Behavior Theory , 2008 .
[20] Benjamin Coifman,et al. An Overview of Empirical Flow-Density and Speed-Spacing Relationships: Evidence of Vehicle Length Dependency , 2015 .
[21] Helbing,et al. Congested traffic states in empirical observations and microscopic simulations , 2000, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[22] Shing Chung Josh Wong,et al. A multi-class traffic flow model: an extension of LWR model with heterogeneous drivers , 2002 .
[23] H. M. Zhang,et al. A Car-Following Theory for Multiphase Vehicular Traffic Flow , 2003 .
[24] K. Yuan. Capacity Drop on Freeways: Traffic Dynamics, Theory and Modeling , 2016 .
[25] Shing Chung Josh Wong,et al. A semi-discrete model and its approach to a solution for a wide moving jam in traffic flow , 2012 .
[26] Gordon F. Newell,et al. A simplified car-following theory: a lower order model , 2002 .
[27] Serge P. Hoogendoorn,et al. Capacity Drop , 2015 .
[28] Serge P. Hoogendoorn,et al. Capacity drop: a comparison between stop-and-go wave and standing queue at lane-drop bottleneck , 2014 .
[29] M. Cassidy,et al. Some traffic features at freeway bottlenecks , 1999 .
[30] Martin Treiber,et al. Traffic Flow Dynamics: Data, Models and Simulation , 2012 .
[31] Soyoung Ahn,et al. On the periodicity of traffic oscillations and capacity drop : the role of driver characteristics , 2014 .
[32] Soyoung Ahn,et al. Microscopic traffic hysteresis in traffic oscillations : a behavioral perspective , 2012 .
[33] Serge P. Hoogendoorn,et al. Capacity drop: A relation between the speed in congestion and the queue discharge rate , 2015 .
[34] S. Wong,et al. Steady-state traffic flow on a ring road with up- and down-slopes , 2013, 1305.2062.
[35] Yanfeng Ouyang,et al. Characterization of Traffic Oscillation Propagation Under Nonlinear Car-Following Laws , 2011 .
[36] Michael J. Cassidy,et al. Increasing Capacity of an Isolated Merge by Metering its On-Ramp , 2004 .
[37] Jorge A. Laval,et al. A parsimonious model for the formation of oscillations in car-following models , 2014 .
[38] M J Lighthill,et al. ON KINEMATIC WAVES.. , 1955 .
[39] Markos Papageorgiou,et al. Real-time merging traffic control with applications to toll plaza and work zone management , 2008 .
[40] Ludovic Leclercq,et al. A mechanism to describe the formation and propagation of stop-and-go waves in congested freeway traffic , 2010, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[41] Benjamin Coifman,et al. Extended bottlenecks, the fundamental relationship, and capacity drop on freeways , 2011 .
[42] M J Lighthill,et al. On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[43] Carlos F. Daganzo,et al. Lane-changing in traffic streams , 2006 .
[44] J. Banks. THE TWO-CAPACITY PHENOMENON: SOME THEORETICAL ISSUES , 1991 .
[45] Fred L. Hall,et al. FREEWAY CAPACITY DROP AND THE DEFINITION OF CAPACITY , 1991 .
[46] Chris M.J. Tampère,et al. Human-kinetic multiclass traffic flow theory and modelling. With application to Advanced Driver Assistance Systems in congestion , 2004 .
[47] Soyoung Ahn,et al. Car-Following and Lane-Changing Behavior Involving Heavy Vehicles: , 2016 .
[48] Martin Treiber,et al. Traffic Flow Dynamics , 2013 .
[49] P. I. Richards. Shock Waves on the Highway , 1956 .