arXivDaily arXiv每日学术速递 周一至周五更新
arXiv周末暂无论文更新,休息一下吧,周末愉快~~
arXiv 0807.4006physics.soc-ph
收藏

用简单交通流模型的非线性稳定性分析求临界扰动幅值和临界密度

Analytical Calculation of Critical Perturbation Amplitudes and Critical Densities by Non-Linear Stability Analysis of a Simple Traffic Flow Model

Dirk Helbing, Mehdi Moussaid

摘要:

具有非线性相互作用的受驱动多粒子系统通常表现出多重稳定性,即根据各自的初始条件,可能会有不同的结果。在这里,我们研究这一现象的交通模型,其中一些显示稳定和线性不稳定的密度制度,但亚稳态之间的地区。在这些区域,大于某个临界幅度的扰动将导致交通的持续中断,而较小的扰动将逐渐消失。虽然有常用的方法来研究线性不稳定性,非线性不稳定性必须在过去的数值研究。在这里,我们提出了一个分析研究的最佳速度模型与逐步规范的最佳速度函数和一个简单的扰动。尽管有各种近似,分析结果显示再现数值结果非常好。

英文摘要:

Driven many-particle systems with nonlinear interactions are known to often display multi-stability, i.e. depending on the respective initial condition, there may be different outcomes. Here, we study this phenomenon for traffic models, some of which show stable and linearly unstable density regimes, but areas of metastability in between. In these areas, perturbations larger than a certain critical amplitude will cause a lasting breakdown of traffic, while smaller ones will fade away. While there are common methods to study linear instability, non-linear instability had to be studied numerically in the past. Here, we present an analytical study for the optimal velocity model with a stepwise specification of the optimal velocity function and a simple kind of perturbation. Despite various approximations, the analytical results are shown to reproduce numerical results very well.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

↑