Calibrating a social-force-based pedestrian walking model based on maximum likelihood estimation

Although various theories have been adopted to develop reliable pedestrian walking models, a limited effort has been made to calibrate them rigorously based on individual trajectories. Most researchers have validated their models by comparing observed and estimated traffic flow parameters such as speed, density, and flow rate, or replaced the validation by visual confirmation of some well-known phenomena such as channelization and platooning. The present study adopted maximum likelihood estimation to calibrate a social-force model based on the observed walking trajectories of pedestrians. The model was assumed to be made up of five components (i.e., inertia, desired direction, leader–follower relationship, collision avoidance, and random error), and their corresponding coefficients represented relative sensitivity. The model also included coefficients for individual-specific characteristics and for a distance-decay relationship between a pedestrian and his/her leaders or colliders. The calibration results varied with the two density levels adopted in the present study. In the case of high density, significant coefficient estimates were found with respect to both the leader–follower relationship and collision avoidance. Collision avoidance did not affect the pedestrian’s walking behavior for the low-density case due to channelization. The distance limit was confirmed, within which a pedestrian is affected by neighbors. At the low-density level, by comparison with women, men were found to more actively follow leaders, and pedestrians walking in a party were found to be less sensitive to the motion of leaders at the high-density level.

[1]  D. Helbing,et al.  Analysis of Empirical Trajectory Data of Pedestrians , 2010 .

[2]  Bart De Moor,et al.  Cellular automata models of road traffic , 2005, physics/0509082.

[3]  Eric W. Marchant,et al.  A computer model for the evacuation of large building populations , 1995 .

[4]  Juan Zhang,et al.  Study on bi-direction pedestrian flow using cellular automata simulation , 2010 .

[5]  M. Schreckenberg,et al.  Experimental study of pedestrian flow through a bottleneck , 2006, physics/0610077.

[6]  Ramin Mehran,et al.  Abnormal crowd behavior detection using social force model , 2009, CVPR.

[7]  Joan L. Walker,et al.  Integration of Choice and Latent Variable Models , 1999 .

[8]  Katsuhiro Nishinari,et al.  Simulation for pedestrian dynamics by real-coded cellular automata (RCA) , 2007 .

[9]  Nong Sang,et al.  Improved mean shift algorithm for occlusion pedestrian tracking , 2008 .

[10]  M. Szarvas,et al.  Pedestrian detection with convolutional neural networks , 2005, IEEE Proceedings. Intelligent Vehicles Symposium, 2005..

[11]  Serge P. Hoogendoorn,et al.  Walker Behaviour Modelling by Differential Games , 2003 .

[12]  T. Nagatani,et al.  Experiment and simulation of pedestrian counter flow , 2004 .

[13]  E. L. Lehmann,et al.  Theory of point estimation , 1950 .

[14]  A. Schadschneider,et al.  Simulation of pedestrian dynamics using a two dimensional cellular automaton , 2001 .

[15]  Daniel R. Parisi,et al.  A modification of the Social Force Model can reproduce experimental data of pedestrian flows in normal conditions , 2009 .

[16]  Michel Bierlaire,et al.  Behavioral Priors for Detection and Tracking of Pedestrians in Video Sequences , 2006, International Journal of Computer Vision.

[17]  John M. Watts,et al.  Computer models for evacuation analysis , 1987 .

[18]  Michael Schreckenberg,et al.  Pedestrian and evacuation dynamics , 2002 .

[19]  岡崎 甚幸,et al.  建築空間における歩行のためのシミュレーションモデルの研究 : その 1 磁気モデルの応用による歩行モデル , 1979 .

[20]  Takashi Nagatani,et al.  Pattern formation and jamming transition in pedestrian counter flow , 2002 .

[21]  S. Dai,et al.  Centrifugal force model for pedestrian dynamics. , 2005, Physical review. E, Statistical, nonlinear, and soft matter physics.

[22]  Michel Bierlaire,et al.  Specification, estimation and validation of a pedestrian walking behaviour model , 2007 .

[23]  Kai Nagel,et al.  From Particle Hopping Models to Traffic Flow Theory , 1998 .

[24]  Serge P. Hoogendoorn,et al.  Microscopic Parameter Identification of Pedestrian Models and Implications for Pedestrian Flow Modeling , 2006 .

[25]  Xiaoping Zheng,et al.  Simulation of evacuation processes in a square with a partition wall using a cellular automaton model for pedestrian dynamics , 2010 .

[26]  Victor J. Blue,et al.  Cellular automata microsimulation for modeling bi-directional pedestrian walkways , 2001 .

[27]  Fan Weicheng,et al.  Simulation of bi-direction pedestrian movement using a cellular automata model , 2003 .

[28]  T. Nagatani,et al.  Jamming transition in two-dimensional pedestrian traffic , 2000 .

[29]  Idel Montalvo,et al.  Forecasting pedestrian evacuation times by using swarm intelligence , 2009 .

[30]  Bing-Hong Wang,et al.  Simulation of evacuation processes using a multi-grid model for pedestrian dynamics , 2006 .

[31]  Li Jian,et al.  Simulation of bi-direction pedestrian movement in corridor , 2005 .

[32]  Hai-Jun Huang,et al.  A mobile lattice gas model for simulating pedestrian evacuation , 2008 .

[33]  Keemin Sohn,et al.  Zonal centrality measures and the neighborhood effect , 2010 .

[34]  T. Nagatani,et al.  Jamming transition of pedestrian traffic at a crossing with open boundaries , 2000 .

[35]  Helbing,et al.  Social force model for pedestrian dynamics. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[36]  Ngai Ming Kwok,et al.  Swarm Interaction-Based Simulation of Occupant Evacuation , 2008, 2008 IEEE Pacific-Asia Workshop on Computational Intelligence and Industrial Application.

[37]  H. Mahmassani In Perpetual Motion: Travel Behaviour Research Opportunities and Application Challenges , 2002 .

[38]  Kai Nagel,et al.  TRAFFIC AT THE EDGE OF CHAOS , 1994, adap-org/9502005.

[39]  Majid Sarvi,et al.  Animal dynamics based approach for modeling pedestrian crowd egress under panic conditions , 2011 .

[40]  Takashi Nagatani,et al.  Effect of partition line on jamming transition in pedestrian counter flow , 2002 .

[41]  H. Mahmassani,et al.  GLOBAL MAXIMUM LIKELIHOOD ESTIMATION PROCEDURE FOR MULTINOMIAL PROBIT (MNP) MODEL PARAMETERS , 2000 .