Simulation of pedestrian contra-flow by multi-agent DEM model with self-evasive action model

被引:19
作者
Gotoh, Hitoshi [1 ]
Harada, Eiji [1 ]
Andoh, Eisuke [2 ]
机构
[1] Kyoto Univ, Dept Civil & Earth Resources Engn, Nishikyo Ku, Kyoto 6158540, Japan
[2] Kyoto Univ, Grad Sch Engn, Nishikyo Ku, Kyoto 6158540, Japan
关键词
Pedestrian traffic; Self-evasive action model; DEM; Microscopic model; Multi-agent model; GRANULAR MATERIAL; SHEETFLOW;
D O I
10.1016/j.ssci.2011.09.009
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A pedestrian contra-flow can be seen frequently in urban spaces such as a pedestrian crossing, an open space and a concourse. A pedestrian simulation with taking a pedestrian contra-flow into account will be a rational tool for designing urban pedestrian facilities. The objective of our research is to develop a microscopic model for a pedestrian contra-flow. Although we have been developing a DEM (Distinct Element Method)-based microscopic model of crowd behavior, this conventional crowd behavior model does not necessarily provide satisfactory agreement with an observation in a pedestrian crossing with heavy commute traffic. In this paper, we newly develop a self-evasive action model, which can describe either a collision avoidance or an alignment behavior between adjacent pedestrians. The multi-agent DEM model with the self-evasive action model shows good predictions of the characteristics of pedestrian contra-flow. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:326 / 332
页数:7
相关论文
共 27 条
  • [1] Discrete choice models of pedestrian walking behavior
    Antonini, Gianluca
    Bierlaire, Michel
    Weber, Mats
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2006, 40 (08) : 667 - 687
  • [2] A Pedestrian Model Considering Anticipatory Behaviour for Capacity Evaluation
    Asano, Miho
    Iryo, Takamasa
    Kuwahara, Masao
    [J]. TRANSPORTATION AND TRAFFIC THEORY 2009: GOLDEN JUBILEE, 2009, : 559 - 581
  • [3] Cellular automata microsimulation for modeling bi-directional pedestrian walkways
    Blue, VJ
    Adler, JL
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2001, 35 (03) : 293 - 312
  • [4] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [5] A MICRO-SIMULATION MODEL FOR PEDESTRIAN FLOWS
    GIPPS, PG
    MARKSJO, B
    [J]. MATHEMATICS AND COMPUTERS IN SIMULATION, 1985, 27 (2-3) : 95 - 105
  • [6] Numerical simulation of sheetflow as granular material
    Gotoh, H
    Sakai, T
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1997, 123 (06): : 329 - 336
  • [7] Gotoh H., 2009, Proceedings of the Nineteenth (2009) International Offshore and Polar Engineering Conference, P1248
  • [8] Gotoh H., 2004, Coastal Engineering Journal, V51, P1261
  • [9] Gotoh H., 2008, Coastal Engineering Journal, V55, P1371
  • [10] GOU RY, 2010, PHYSICA A, V389, P515