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The Study of Following Behavior to Bi-direction Pedestrian Flow with the Dynamic Preconscious Effect Cover

The Study of Following Behavior to Bi-direction Pedestrian Flow with the Dynamic Preconscious Effect

By: Xin Tang,  Xueyu Zhao,  Lin Pan,  Jiying Wang and  Yi Yang  
Open Access
|Apr 2018

References

  1. [1] Henderson L.F., The statistics of crowd fluids[J], Nature, 1971, 229(5): 381-383.
  2. [2] Hughes R.L., A continuum theory for the flow of pedestrians[J], Transportation Research Part B, 2002, 36(6): 507-535.
  3. [3] Hoogendoorn S.P. and Bovy P.H.L., Dynamic user-optimal assignment in continuous time and space[J], Transportation Research Part B, 2004, 38(7): 571-592.
  4. [4] Hoogendoorn S.P. and Bovy P.H.L., Pedestrian route-choice and activity scheduling theory and models[J], Transportation Research Part B, 2004, 38(2): 169-190.
  5. [5] Huang L., Xia Y., Wong S., Shu C., Zhang M. and Lam W., Dynamic continuum model for bi-directional pedestrian flows[J], Engineering and Computational Mechanics, 2009,162(3): 67-75.
  6. [6] Huang L., Wong S.C., Zhang M.P., Shu C.W. and Lam W.H.K., Revisiting Hughes’ dynamic continuum model for pedestrian flow and the development of an efficient solution algorithm[J], Transportation Research Part B, 2009, 43(1): 127-141.
  7. [7] Xia Y.H., Wong S.C. and Shu C.W., Dynamic continuum pedestrian flow model with memory effect[J], Physical Review E, 2009, 79(6): 066113.
  8. [8] Yanqun Jiang,S.C. Wong,Peng Zhang,Ruxun Liu,Yali Duan,Keechoo Choi. Numerical simulation of a continuum model for bi-directional pedestrian flow[J]. Applied Mathematics and Computation. 2011 (10):136-157.
  9. [9] Jiang Y.Q., Zhang P., Wong S.C. and Liu R.X., A higher-order macroscopic model for pedestrian flows[J], Physica A, 2010, 389(3): 4623-4635.
  10. [10] Lv W, Fang Z, Wei X, et al. Experiment and Modelling for Pedestrian Following Behavior Using Velocity-headway Relation[J]. Procedia Engineering, 2013,62:525-531.
  11. [11] Hoogendoorn S P, van Wageningen-Kessels F L M, Daamen W, et al. Continuum modelling of pedestrian flows: From microscopic principles to self-organised macroscopic phenomena[J]. Physica A: Statistical Mechanics and its Applications, 2014,416:684-694.
  12. [12] Hänseler F S, Bierlaire M, Farooq B, et al. A macroscopic loading model for time-varying pedestrian flows in public walking areas[J]. Transportation Research Part B: Methodological, 2014,69:60-80.
  13. [13] Xiao Y, Gao Z, Qu Y, et al. A pedestrian flow model considering the impact of local density: Voronoi diagram based heuristics approach[J]. Transportation Research Part C: Emerging Technologies, 2016,68:566-580.
  14. [14] Fu L, Song W, Lv W, et al. Multi-grid simulation of counter flow pedestrian dynamics with emotion propagation[J]. Simulation Modelling Practice and Theory, 2016,60:1-14.
  15. [15] Weng W.G., Chen T., Yuan H.Y. and Fan W.C., Cellular automaton simulation of pedestrian counter flow with different walk velocities[J], Physical Review E, 2006, 74(3):036102.
  16. [16] Yang L.Z., Li J. and Liu S.B., Simulation of pedestrian counter-flow with right-moving preference[J], Physica A, 2008, 387(1): 3281-3289.
  17. [17] Seyfried A., Portz A. and Schadschneider A., Phase coexistence in congested states of pedestrian dynamics[C]. In: Bandini S, et al., editors. Cellular Automata, Springer-Verlag Berlin Heidelberg, 2010, 12(6): 496-505.
  18. [18] Muramatsu H. and Nagatani T., Jamming transition in two-dimensional pedestrian traffic [J], Physica A, 2000, 275(6): 281-291.
  19. [19] Muramatsu M. and Nagatani T., Jamming transition of pedestrian traffic at a crossing with open boundaries [J], Physica A, 2000, 286(5): 377-390.
Language: English
Page range: 109 - 115
Published on: Apr 12, 2018
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2018 Xin Tang, Xueyu Zhao, Lin Pan, Jiying Wang, Yi Yang, published by Xi’an Technological University
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.