2010
DOI: 10.1016/j.ssci.2010.07.003
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Study on mechanics of crowd jam based on the cusp-catastrophe model

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Cited by 15 publications
(5 citation statements)
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“…Here, Δ = 8 M 3 + 27 N 2 is the criterion for deciding whether or not the situations corresponding to various control intervals are stable. In order to confirm the boundary of the mutation area, we simply need to make Δ = 0, i.e., 8 M 3 = -27 N 2 ; in other words, any M and N that satisfy the equation lie on the edge of the mutation area of the cusp catastrophe model [ 19 , 20 ]. The distribution relationship between the situations of the navigational environment and the control variables is shown in Fig 2 .…”
Section: Cusp Catastrophe Model Of Navigational Environmentmentioning
confidence: 99%
“…Here, Δ = 8 M 3 + 27 N 2 is the criterion for deciding whether or not the situations corresponding to various control intervals are stable. In order to confirm the boundary of the mutation area, we simply need to make Δ = 0, i.e., 8 M 3 = -27 N 2 ; in other words, any M and N that satisfy the equation lie on the edge of the mutation area of the cusp catastrophe model [ 19 , 20 ]. The distribution relationship between the situations of the navigational environment and the control variables is shown in Fig 2 .…”
Section: Cusp Catastrophe Model Of Navigational Environmentmentioning
confidence: 99%
“…The examination of catastrophic issues, such as equilibrium points, catastrophic manifold, capacitance, and phenomenon jump, has been of great interest for a long time because of its increasing applications in physical, biological, and social sciences. Some writers, such as [1], [2], [3], [4], [5], [6], [7], [8], [9], [10], [11], [12], [13], [14], [15], and the authors made important contributions to the examination of various topics, such as points of balance, catastrophic models, recurring patterns, stability and instability, and phenomena linked to forced vibrations. This study aims to determine periodic solutions in a non-linear differential equation and assess their stability and semi-stability.…”
Section: Introductionmentioning
confidence: 99%
“…In the study of a structural system's stability, Liu et al (2008) established a mechanical model of the coal pillar roof structural system and the mechanical stability condition of the strip-shaped coal pillar. By combining the beam model in material mechanics and catastrophe theory, Zhang et al (2011) analysed the mechanical structure of strip-shaped pillars in an underground mine. He et al (2008) analysed the stability of the structural system of a multiple strip-shaped pillar-roof and its influencing factors.…”
Section: Introductionmentioning
confidence: 99%