An adaptive finite-volume method for a model of two-phase pedestrian flow
暂无分享,去创建一个
Ricardo Ruiz-Baier | Hartmut Schwandt | Stefan Berres | Elmer M. Tory | H. Schwandt | R. Ruiz-Baier | S. Berres | E. M. Tory
[1] E. Tadmor,et al. New High-Resolution Central Schemes for Nonlinear Conservation Laws and Convection—Diffusion Equations , 2000 .
[2] B. Keyfitz,et al. A geometric theory of conservation laws which change type , 1995 .
[3] Siegfried Müller,et al. Adaptive Multiscale Schemes for Conservation Laws , 2002, Lecture Notes in Computational Science and Engineering.
[4] W Daamen. MODELLING PEDESTRIANS IN TRANSFER STATIONS , 1999 .
[5] Kerner,et al. Structure and parameters of clusters in traffic flow. , 1994, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[6] Sze Chun Wong,et al. A weighted essentially non-oscillatory numerical scheme for a multi-class traffic flow model on an inhomogeneous highway , 2006, J. Comput. Phys..
[7] Robert L. Pego,et al. Stable viscosity matrices for systems of conservation laws , 1985 .
[8] Hermano Frid,et al. Oscillation waves in Riemann problems inside elliptic regions for conservation laws of mixed type , 1995 .
[9] A. Schadschneider,et al. Simulation of pedestrian dynamics using a two dimensional cellular automaton , 2001 .
[10] Raimund Bürger,et al. Numerical approximation of oscillatory solutions of hyperbolic-elliptic systems of conservation laws by multiresolution schemes , 2009 .
[11] M J Lighthill,et al. On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[12] Bradley J. Plohr,et al. Some effects of viscous terms on Riemann problem solutions , 1995, Matemática Contemporânea.
[13] Benedetto Piccoli,et al. Multiscale Modeling of Granular Flows with Application to Crowd Dynamics , 2010, Multiscale Model. Simul..
[14] Raimund Bürger,et al. Central schemes and systems of conservation laws with discontinuous coefficients modeling gravity separation of polydisperse suspensions , 2004 .
[15] D. Helbing. Traffic and related self-driven many-particle systems , 2000, cond-mat/0012229.
[16] Roger L. Hughes,et al. Mathematical modelling of a mediaeval battle: the Battle of Agincourt, 1415 , 2004, Math. Comput. Simul..
[17] M J Lighthill,et al. ON KINEMATIC WAVES.. , 1955 .
[18] Ricardo Ruiz-Baier,et al. Analysis of a finite volume method for a cross-diffusion model in population dynamics , 2011 .
[19] Kevin Zumbrun,et al. Capillary instability in models for three-phase flow , 2002 .
[20] E. Toro. Riemann Solvers and Numerical Methods for Fluid Dynamics , 1997 .
[21] Günter Bärwolff,et al. A derived grid-based model for simulation of pedestrian flow , 2009 .
[22] Lubos Buzna,et al. Self-Organized Pedestrian Crowd Dynamics: Experiments, Simulations, and Design Solutions , 2005, Transp. Sci..
[23] Luca Bruno,et al. Non-local first-order modelling of crowd dynamics: A multidimensional framework with applications , 2010, 1003.3891.
[24] Dirk Helbing,et al. Simulating dynamical features of escape panic , 2000, Nature.
[25] Shing Chung Josh Wong,et al. An efficient discontinuous Galerkin method on triangular meshes for a pedestrian flow model , 2008 .
[26] Roger L. Hughes,et al. A continuum theory for the flow of pedestrians , 2002 .
[27] Alistair Fitt,et al. The numerical and analytical solution of ill-posed systems of conservation laws , 1989 .
[28] Raimund Bürger,et al. Model Equations and Instability Regions for the Sedimentation of Polydisperse Suspensions of Spheres , 2002 .
[29] M. Schreckenberg,et al. Microscopic Simulation of Urban Traffic Based on Cellular Automata , 1997 .
[30] Barbara Lee Keyfitz. Mathematical Properties of Nonhyperbolic Models for Incompressible Two-Phase Flow , 2000 .
[31] A. Harten. Multiresolution representation of data: a general framework , 1996 .
[32] Helge Holden,et al. On the Riemann problem for a prototype of a mixed type conservation law , 1987 .
[33] B. Piccoli,et al. Time-Evolving Measures and Macroscopic Modeling of Pedestrian Flow , 2008, 0811.3383.
[34] Serge P. Hoogendoorn,et al. Self-Organization in Pedestrian Flow , 2005 .
[35] John A. Trangenstein,et al. Conservation laws of mixed type describing three-phase flow in porous media , 1986 .
[36] Sunčica Čanić,et al. On the Influence of Viscosity on Riemann Solutions , 1998 .
[37] Dan Marchesin,et al. Wave Structure in WAG Recovery , 1999 .
[38] Amir Pnueli,et al. Hybrid Systems: Computation and Control , 2003, Lecture Notes in Computer Science.
[39] P. I. Richards. Shock Waves on the Highway , 1956 .
[40] Akihiro Nakayama,et al. Instability of pedestrian flow in 2D optimal velocity model with attractive interaction , 2007, Comput. Phys. Commun..
[41] Ricardo Ruiz-Baier,et al. A fully adaptive numerical approximation for a two-dimensional epidemic model with nonlinear cross-diffusion , 2011 .
[42] Kai Schneider,et al. Adaptive Multiresolution Methods for the Simulation of Waves in Excitable Media , 2010, J. Sci. Comput..
[43] Gordon F. Newell,et al. A continuum model for two-directional traffic flow , 1960 .
[44] S. Wong,et al. A higher-order macroscopic model for pedestrian flows , 2010 .
[45] Rinaldo M. Colombo,et al. An $n$-populations model for traffic flow , 2003, European Journal of Applied Mathematics.