高架路匝道附近的交叉口交通流分析

考虑高架路匝道附近的交叉口交通流问题．所采用的模型是经修正的一维管流交通流模型,在运动方程中引入了弛豫项．基于该模型,对上海市内环线的武宁路匝道附近的交通流进行了案例分析,着重对主干道上的右转车辆干扰效应进行了数值模拟,所得结果与实测数据相当符合．分析表明,右转车辆对主干道的“挤压”效应是引起某些交叉口交通拥塞的重要原因,而设置在繁华路口的高架路匝道加剧了这种拥塞状况。     

若干强非线性问题的近似解析解

本文采用作者提出的修正的完全近似法,分析几个强非线性振动和波动问题。首先研究一类虽非线性振动问题,并对修正的van der Pol振子,较为简捷地给出了它的极限环解的二阶近似表达式,与文献[3]中用推广的平均法得出的结果一致。接着分析修正的KdV方程,得到了孤立波的正确的二阶渐近解。最后,对于有五阶色散项的推广的KdV方程,在三阶近似下,导得了孤立波的渐近解,解析地给出了振荡型孤立波解的形式。这些结果表明,修正的完全近似法可以有效地应用于一些强非线性数学问题的研究。     

含稀疏分布杂质的复合材料中的均匀化稳恒热传导方程

本文应用双空间尺度法导出了含稀疏分布椭圆柱形杂质的复合材料柱中的均匀化稳恒热传导方程,求得了等效导热系数的具体形式,并指出,当杂质枉截面单向分布时,宏观热传导是各向异性的,而当杂质枉截面按方向均匀分布时,宏观热传导是各向同性的.     

公交车停靠诱发交通瓶颈的元胞自动机模拟

利用双车道元胞自动机模型,研究公交车停靠对道路混合交通流的影响.针对港湾式和非港湾式两种不同公交车站设置,在开放边界下模拟了公交车停靠所产生的交通瓶颈问题,给出了车辆入流概率-公交车比例相平面上的相图,区分了自由流相和拥挤相,研究了相图各区中公交车站附近的平均密度和速度分布图,比较了两种公交车站情况下的道路交通流的动力学特征.研究发现,当公交车比例较小时,与非港湾式车站相比,港湾式车站可以显著改善车站处的交通状况. 关键词： 元胞自动机 混合交通流 交通瓶颈 公交车站     

Characteristic Parameters of a Wide Cluster in a Higher-Order Traffic Flow Model

Nonlinear weak solution theory is applied to determine the parameters of a wide cluster in an ＂anisotropic＂ higher-order traffic flow model. These parameters are the maximal and minimal densities and the travelling wave speed in the solution structure, Numerical experiments show that the convergent simulation results arc in good agreement with those obtaincd from the analytical expressions.     

一类非线性振动系统的渐近解

本文提出分析一类强非线性振子的一种渐近方法,导出了用振幅和相位表示的二阶近似解,给出了振幅和相位所满足的方程,借此可以确定极限环的振幅和性态。作为实例,还研究了修正的van der Pol振子,给出了相应的极限环的二阶近似解析解,与数值解的比较表明,两者非常相符。     

谈镐生简介

谈镐生教授是我国著名力学家,现任中国科学院学部委员、学位委员,中国科学院力学研究所副所长兼学术委员会主任,中国科技大学力学系主任、研究生院物理数学部副主任,中国力学学会常务理事.由于他早年在空气动力学和湍流理论方面的成就,近年来又...     

考虑车辆相对运动速度的交通流演化过程的数值模拟

提出考虑了车辆相对运动速度的最佳速度跟车模型,对该模型稳定性进行了分析.对其所描述的交通流的演化过程进行了数值模拟,并与未考虑相对运动速度的最佳速度跟车模型作了比较. 关键词： 交通流 最佳速度 跟车模型 相对运动速度     

SOLITARY WAVES AT THE INTERFACE OF A TWO-LAYER FLUID

In this paper,we discuss the solitary waves at the interface of a two-layer incompressible inviscid fluid confined by two horizontal rigidwalls,taking the effect of surface tension into account.First of all,we establish the basic equations suitable for the model considered,and hence derive the Korteweg-de Vries(KdV)equation satisfied bythe first-order elevation of the interface with the aid of the reduc-tive perturbation method under the approximation of weak dispersion.Itis found that the KdV solitary waves may be convex upward or downward.It depends on whether the signs of the coefficients α and μof the KdVequation are the same or not.Then we examine in detail two criticalcases,in which the nonlinear effect and the dispersion effect cannotbalance under the original approximation.Applying other appropriateapproximations,we obtain the modified KdV equation for the criticalcase of first kind(α=0),and conclude that solitary waves cannot existin the case considered as μ>0,but may still occur as μ<0,be     

Solitary waves at the interface of a two-layer fluid

In this paper, we discuss the solitary waves at the interface of a two-layer incompressible inviscid fluid confined by two horizontal rigid walls, taking the effect of surface tension into account. First of all, we establish the basic equations suitable for the model considered, and hence derive the Korteweg-de Vries (KdV) equation satisfied by the first-order elevation of the interface with the aid of the reductive perturbation method under the approximation of weak dispersion. It is found that the KdV solitary waves may be convex upward or downward. It depends on whether the signs of the coefficients and of the KdV equation are the same or not. Then we examine in detail two critical cases, in which the nonlinear effect and the dispersion effect cannot balance under the original approximation. Applying other appropriate approximations, we obtain the modified KdV equation for the critical case of first kind (=0), and conclude that solitary waves cannot exist in the case considered as >0, but may still occur as <0, being in the form other than that of the KdV solitary wave.As for the critical case of second kind (=0), we deduce the generalized KdV equation, for which a kind of oscillatory solitary waves may occur. In addition, we discuss briefly the near-critical cases. The conclusions in this paper are in good agreement with some classical results which are extended considerably.