对交通隧道防排水原则的探讨

从保护地下水环境和隧道防排水的技术经济效果两个方面，阐述了隧道工程控制型防排水的必然性和必要性，并建议了两种模型。     

~n中有界域上全纯函数的第Ⅰ型 C-F公式

本文得到Ｃｎ中有界域上全纯函数的一种其积分密度函数含有全纯函数导数的 Ｃａｕｃｈｙ－Ｆａｎｔａｐｐｉ　　公式，称之为第Ⅰ型 Ｃ－Ｆ 公式，利用这个公式，通过适当选择其中的向量函数，可以得到许多区域上全纯函数相应的第Ⅰ型积分表示式．     

关于第四类超Cartan域上的Bloch函数

给出了第四类超Cartan域上的Bloch函数的充分条件以及必要条件。     

Evaluation of the drag force by integrating the energy dissipation rate in stokes flow for 2D domains using the FEM

The total drag force on the surface of a body, which is the sum of the form drag and the skin friction drag in a 2D domain, is numerically evaluated by integrating the energy dissipation rate in the whole domain for an incompressible Stokes fluid. The finite element method is used to calculate both the energy dissipation rate in the whole domain as well as the drag on the boundary of the body. The evaluation of the drag and the energy dissipation rate are post-processing operations which are carried out after the velocity field and the pressure field for the flow over a particular profile have been obtained. The results obtained for the flow over three different but constant area profiles—a circle, an ellipse and a cross-section of a prolate spheroid—with uniform inlet velocity are presented and it is shown that the total drag force times the velocity is equal to the total energy dissipation rate in the entire finite flow domain. Hence, by calculating the energy dissipation rate in the domain with unit velocity specified at the far-field boundary enclosing the domain, the drag force on the boundary of the body can be obtained.     

关于Fejer点上的一种复有理型插值的一致逼近阶

设D是一个Jordan,Г为其边界，并设Г满足Aльпер条件。本文得到了一种基于Fejer点的有理型插值算子对于f(z)∈C（Г）的一致逼近阶。     

一个检测超流的早期淘汰算法

超流是网络中具有大量不同宿IP/源IP链接的源IP/宿IP.实时检测出高速网络（OC48、OC192等）中的超流对网络安全具有非常重要的意义.近年来已经有论文提出了不同超流检测算法,但是这些算法都没有考虑控制测量过程中超流缓存空间的大小.论文在超流检测过程中增加了早期淘汰功能,将超流缓存中链接数较少的记录提前淘汰,以便腾出空间用于存储新检测到的IP记录,实现对超流缓存资源的控制.论文最后还使用实际网络日志数据对算法进行验证,实验表明：早期淘汰算法可以使系统以更少的内存空间和测量资源检测超流信息.     

感染病毒机器的控制和处理方法探析

由于病毒给网络的正常运行带来很大的危害,中毒机器应该及时处理.在主要利用域名系统和防火墙的功能的基础上,研究和设计出一种引导用户自己解决病毒问题的思路和方法,一定程度上减轻了网管人员的工作量,从而更加有效地管理校园网.     

An embedding domain approach for a class of 2-d shape optimization problems: mathematical analysis

This contribution combines a shape optimization approach to free boundary value problems of Bernoulli type with an embedding domain technique. A theoretical framework is developed which allows to prove continuous dependence of the primal and dual variables in the resulting saddle point problems with respect to the domain. This ensures the existence of a solution of a related shape optimization problem in a sufficiently large class of admissible domains.     

Performance of noise barriers with various edge shapes and acoustical conditions

The performances of barriers having different shapes and surface conditions were tested using the boundary element method in a well-controlled environment. The heights and widths of the barriers were standardized and the insertion losses for six receiver positions were averaged and compared. Figures displaying the results allow for straightforward barrier performance estimation. It was shown that absorbing and soft edges significantly improve the efficiency of the barrier, but configuration modifications provide only a slight improvement. The soft T-shaped barrier produces the highest performance. A 3 m high T-shaped barrier provides the same performance as a 10 m high plain barrier. The spectral efficiency was also investigated. The insertion loss spectra for the absorbing and the soft barriers exhibit a similar shape, but the rigid barrier differs from these two.     

Long time behaviour of a flow in infinite pipe conforming to slip boundary conditions

The paper analyses long time behaviour of solutions of the Navier–Stokes equations in a two‐dimensional pipe‐like domain. The system is studied with perfect slip boundary conditions with arbitrary inflow conditions at infinity. The main results show the existence of global in time solutions and of an attractor for the dynamical system generated by the model. The paper also establishes an upper bound for the Hausdorff dimension of the attractor. Copyright © 2005 John Wiley & Sons, Ltd.