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密集人群对闯入者的穿越的机械反应。

Mechanical response of dense pedestrian crowds to the crossing of intruders.

机构信息

LPTMS UMR 8626, CNRS, Université Paris-Sud, Université Paris-Saclay, 91405, Orsay, France.

Consejo Nacional de Investigaciones Cientficas y Técnicas, Centro Atómico Bariloche (CNEA) and Instituto, Balseiro, R8400AGP, Bariloche, Argentina.

出版信息

Sci Rep. 2019 Jan 14;9(1):105. doi: 10.1038/s41598-018-36711-7.

Abstract

The increasing number of mass events involving large crowds calls for a better understanding of the dynamics of dense crowds. Inquiring into the possibility of a mechanical description of these dynamics, we experimentally study the crossing of dense static crowds by a cylindrical intruder, a mechanical test which is classical for granular matter. The analysis of our experiments reveals robust features in the crowds' response, comprising both similarities and discrepancies with the response of granular media. Common features include the presence of a depleted region behind the intruder and the short-range character of the perturbation. On the other hand, unlike grains, pedestrians anticipate the intruder's passage by moving much before contact and their displacements are mostly lateral, hence not aligned with the forces exerted by the intruder. Similar conclusions are reached when the intruder is not a cylinder, but a single crossing pedestrian. Thus, our work shows that pedestrian interactions even at high densities (3 to 6 ped/m) do not reduce to mechanical ones. More generally, the avoidance strategies evidenced by our findings question the incautious use of force models for dense crowds.

摘要

越来越多的大规模人群事件需要更好地了解密集人群的动力学。为了探究这些动力学是否可以用机械描述,我们通过实验研究了圆柱形侵入者穿过密集静态人群的情况,这是一种用于研究散粒体的经典力学测试。对实验的分析揭示了人群反应中的稳健特征,包括与散粒体反应的相似之处和差异。共同特征包括侵入者后面存在耗尽区以及干扰的短程特征。另一方面,与颗粒不同,行人在接触前会提前预测侵入者的通过,并主要侧向移动,因此与侵入者施加的力不匹配。当侵入者不是圆柱体而是单个穿越行人时,也会得出类似的结论。因此,我们的工作表明,即使在高密度(3 到 6 人/m)下,行人之间的相互作用也不会简化为机械相互作用。更一般地说,我们的发现表明,密集人群中避免策略的证据质疑了对力模型的轻率使用。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/94c6/6331639/6ef856273724/41598_2018_36711_Fig1_HTML.jpg

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