Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering

Researching the Behavior of Pedestrian Based on Social Force Model in Urban Rail Channel

Authors
Tianyang Qi, Xiangyong Yin
Corresponding Author
Tianyang Qi
Available Online April 2016.
DOI
10.2991/i3csee-16.2016.3How to use a DOI?
Keywords
social force model; urban rail transit; pedestrian flow
Abstract

In order to similar the pedestrian flows in the normal conditions realistically, On the basis of the existing social force model, the phenomenon in the original simulation such as collision avoidance between pedestrian trajectory is too large, the pedestrian path is not smooth, the collision of the pedestrian is overlap, collision is too large between pedestrians and wall are improved. Make the simulation program more realistic. Through the simulation experiment, verified the effectiveness of the improvement of social force simulation model.

Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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Volume Title
Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
Series
Advances in Engineering Research
Publication Date
April 2016
ISBN
10.2991/i3csee-16.2016.3
ISSN
2352-5401
DOI
10.2991/i3csee-16.2016.3How to use a DOI?
Copyright
© 2016, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Tianyang Qi
AU  - Xiangyong Yin
PY  - 2016/04
DA  - 2016/04
TI  - Researching the Behavior of Pedestrian Based on Social Force Model in Urban Rail Channel
BT  - Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
PB  - Atlantis Press
SP  - 10
EP  - 17
SN  - 2352-5401
UR  - https://doi.org/10.2991/i3csee-16.2016.3
DO  - 10.2991/i3csee-16.2016.3
ID  - Qi2016/04
ER  -