Stability Analysis of Uncertain Discrete Time-Delay Control Systems

Based on Lyapunov stability theory, a less conservative sufficient condilions for the stabih＇lies of uncertain discrete delayindependent and delay-dependent control systems are obtained by using the linear matrix inequality （LMI） approach. Judgement of the stability of time-delay systems is transformed to judgement of the feasible solution of an LMI, and hence is solved by use of MATLAB. Numerical simulations verify the validity of the proposed method.     

Integral transform solution for fluid force investigation of a flexible circular cylinder subject to vortex-induced vibrations

In the present paper, fluid force distribution of a long flexible cylinder subject to vortex-induced vibrations is investigated by Generalized Integral Transform Technique (GITT). This method is using experimental response data as input, and then implementing GITT to transfer the governing differential equations to ordinary differential equations. Therefore, the selection of truncation order could be analyzed to avoid the error induced by the high-mode response. Once each mode contribution of fluid force is obtained, the analytical inversion transfer recovers the fluid force. An experiment was carried out in a towing tank and the experimental response was accurately measured and used as input, then GITT was performed to calculate the fluid force distribution of the long flexible cylinder. The comparison between the numerical results from GITT and the experimental results from load cell verified the capability and availability of the proposed method. If one can use this method for lower modes, then one certainly can extend the method for higher modes. Two experimental cases from the literature were evaluated and good agreement was obtained based on the spatio-temporal evolutions of the lift coefficient and the mode numbers. Since this method is easy to implement, it could be an alternative method to investigate fluid force of such slender structures.     

城市客车空调系统的合理配置

针对城市公交客车的运营特点,通过分析总结影响其空调系统的动力特性和冷量输出特性的重要因素,合理配置城市公交客车的空调系统。     

徽州文化在黄塔(桃)高速公路隧道洞门景观设计中的运用

文章以研究区域文化在高速公路隧道洞门景观设计中的运用为出发点,在阐述徽州文化内容、特点及徽州文化在洞门景观设计中的现实意义的基础之上,通过设计实例分析,解读徽雕文化、建筑文化、徽商文化等传统徽州文化元素在黄塔(桃)高速公路隧道洞门景观设计中的实际应用.提出在隧道洞门景观设计中应更多注入文化内涵,展示区域文化底蕴,实现传统文化精神与现代设计理念的和谐统一.     

美国航空母舰防护结构设计探析

为探寻美国航母的防护结构设计思路,对比分析了美国典型航母的防护结构设计型式和特点,结合武器装备的技术发展,分析了美国航母防护结构设计发展趋势。在此基础上,根据现代反舰武器的攻击特性和部分公开的美国核动力航母设计信息,推测了美国现代航母防护结构设计思想和基本结构型式。     

浅谈高速公路养护管理体制的发展方向

结合京张高速公路现行的养护管理机制,以及我国高速公路养护管理市场的发展现状,明确提出了自己对高速公路养护管理体制发展方向的观点为适应高速公路发展和特性的需要,在建立一支属于高速公路自已的小型专业化养护队伍的同时,将各条高速公路的大、中修养护工程市场化、专业化.     

嵌入式系统通信机制的研究与应用

在嵌入式系统中如何利用系统所提供的机制完成所需的功能,是每个嵌入式软件工程师值得深入理解的问题。在此问题的基础上,文章详细阐述了信号、消息机制在嵌入式系统中的应用,同时给出了一个实例的实现。     

Green-Naghdi理论的全非线性浅水波数值模拟(英文)

Green-Naghdi (G-N) theory is a fully nonlinear theory for water waves. Some researchers call it a fully nonlinear Boussinesq model. Different degrees of complexity of G-N theory are distinguished by “levels” where the higher the level, the more complicated and presumably more accurate the theory is. In the research presented here a comparison was made between two different levels of G-N theory, specifically level II and level III G-N restricted theories. A linear analytical solution for level III G-N restricted theory was given. Waves on a planar beach and shoaling waves were both simulated with these two G-N theories. It was shown for the first time that level III G-N restricted theory can also be used to predict fluid velocity in shallow water. A level III G-N restricted theory is recommended instead of a level II G-N restricted theory when simulating fully nonlinear shallow water waves.     

溃坝模拟的光滑粒子流体动力学方法及其粘性特性(英文)

Smoothed particle hydrodynamics (SPH) is a Lagrangian meshless particle method. It is one of the best method for simulating violent free surface flows in fluids and solving large fluid deformations. Dam breaking is a typical example of these problems. The basis of SPH was reviewed, including some techniques for governing equation resolution, such as the stepping method and the boundary handling method. Then numerical results of a dam breaking simulation were discussed, and the benefits of concepts like artificial viscosity and position correction were analyzed in detail. When compared with dam breaking simulated by the volume of fluid (VOF) method, the wave profile generated by SPH had good agreement, but the pressure had only reasonable agreement. Improving pressure results is clearly an important next step for research.     

非结构化网格浸入边界法的流固耦合数值模拟(英文)

This paper presents an improved unstructured grid immersed boundary method. The advantages of both immersed boundary method and body fitted grids which are generated by unstructured grid technology are used to enhance the computation efficiency of fluid structure interaction in complex domain. The Navier-Stokes equation was discretized spacially with collocated finite volume method and Euler implicit method in time domain. The rigid body motion was simulated by immersed boundary method in which the fluid and rigid body interface interaction was dealt with VOS (volume of solid) method. A new VOS calculation method based on graph was presented in which both immersed boundary points and cross points were collected in arbitrary order to form a graph. The method is verified with flow past oscillating cylinder.