期刊文献+

大型铁路客运枢纽的乘客行为仿真模型 被引量:7

Model and Simulation on Passenger Behaviors in Comprehensive Railway Passenger Hubs
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摘要 吸取社会力模型中行人运动受到社会力支配的思想,综合考虑行人之间的相互影响,建立了面向大型铁路客运枢纽环境的乘客行为仿真模型.针对人群集散时行人之间的差异性,依据目标驱动力及行人与行人或障碍物之间的心理排斥力、挤压力、摩擦力,动态改变行人的运动方向和速度.引入行人防止穿透决策规则,消除行人重叠现象.采取目标点局部极小化原则,设置辅助目标点,解决行人与环境之间动态避碰和绕行问题.以北京南站高架层为仿真对象,针对不同客流到达率对行人集散的影响进行计算机仿真并加以分析,从而对模型进行校核检验,表明该模型具有合理性和有效性. Based on the concept that pedestrian movements are dominated by some social forces in model, this paper develops the passengers' behavioral simulation model in railway comprehensive passenger hubs with consideration of the interaction between pedestrians. Because of the individual differences in crowd distribution, this model uses target driving force and acting force between pedestrians or obstacles, extrusion forces and frictions to change the direction and speed of pedestrian movement. With the decision rule of preventing the penetration of pedestrian, the pedestrian overlap is eliminated. The principle of the target local minimum and setting auxiliary target are adopted, which also resolves the problems of dynamic collision avoidance and bypass between pedestrians and the environment. A computer simulation and analysis to Beijing South Railway Station is made to test the proposed model and the results show that the model is logical and effective.
出处 《交通运输系统工程与信息》 EI CSCD 北大核心 2012年第5期155-161,共7页 Journal of Transportation Systems Engineering and Information Technology
基金 国家863高技术研究发展计划(2009AA11Z207)
关键词 铁路运输 社会力模型 乘客行为 行人重叠 局部极小化 railway transportation social force model passenger behavior pedestrian overlap local minimization
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参考文献8

  • 1Fruin J J. Designing for pedestrians: A level of service concept [J]. Highway Research Record,1971, 355(12): 1-15.. 被引量:1
  • 2Fruin J J. Pedestrians planning and design [M]. New York: Metropolitan Association of Urban Designers and Environmental Planners Inc, 1971.. 被引量:1
  • 3Arkin,Ronald.Behaviorbased robot navigation in extended domains[J]. Journal of Adaptive Behavior,1992,1(2):201-225.. 被引量:1
  • 4Helbing D, Molnar P. Social force model for pedestrian dynamics [J].Physical Review E, 1995,51(5): 4282-4285.. 被引量:1
  • 5Blue V J, Adler J L. Cellular automata microsimulation of bidirectional pedestrian flows[J]. Transpotation Research record, 2000,1678: 135-141.. 被引量:1
  • 6胡清梅,方卫宁,李广燕,丁霖.地铁车站出口布局对人群疏散性能的影响[J].铁道学报,2009,31(3):111-115. 被引量:18
  • 7Taras I Lakoba, D J Kaup, Neal M Finkelstein.Modifications of the helbing-molnar-farkas -vicsek social Force model for pedestrian evolution [J].Simulation, 2005, 81(5):339-352. 被引量:1
  • 8高春霞,董宝田.交通枢纽微观行人仿真社会力模型的改进及实现[J].物流技术,2010,29(19):57-59. 被引量:14

二级参考文献16

  • 1李伏京,方卫宁,胡清梅,邓野.地铁车辆安全疏散性能的仿真研究[J].系统仿真学报,2006,18(4):852-855. 被引量:20
  • 2Helbing D.A fluid-dynamic Model for the Movement of Pedestrians[J].Complex Systems,1992,6(5):391-415. 被引量:1
  • 3Helbing D,Molnar P.Social Force Model for Pedestrian Dynamics[J].Physical Review E,1995,51(5):4282-4285. 被引量:1
  • 4Helbing D,Farkas I,Vicsek T.Simulating Dynamical Features of Escape Panic[J].Nature,2000,407:487-490. 被引量:1
  • 5Serge Hoogendoorn,Piet H L Bovy.Gas-kinetic Modeling and Simulation of Pedestrian Flows[J].Transportation Research Record,2000,1710:28-36. 被引量:1
  • 6Victor J Blue,Jeffrey L Adler.Cellular Automata Microsimulation for Modeling Bi-directional Pedestrian Walkways[J].Transportation Research Part B,2001,35:293-312. 被引量:1
  • 7Anders Johansson.Pedestrian Simulations with the Social Force Model[D].Dresden:Dresden University of Technology,2004. 被引量:1
  • 8Fruin J J.Pedestrian Planning and Design[M].2nd ed.Alabama:Elevator World Inc,1987. 被引量:1
  • 9国家技术监督检验检疫总局,中华人民共和国建设部.GR 50157-2003地铁设计规范[S].北京:中国计划出版社,2003. 被引量:1
  • 10胡清梅.大型公共建筑环境中人群拥挤机理及群集行为特性的研究[D].北京:北京交通大学,2007. 被引量:1

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引证文献7

二级引证文献48

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