智慧城市多模式数据融合模型

随着云计算和大数据等技术的发展及城市发展的迫切需求,智慧城市已成为近年来国内外研究的热点之一。随着城市中摄像头、监测传感器等采集设备数量的增加,城市数据种类也越来越多。所获取的城市数据具有多源、异构、时变、高维等多模式特性。如何让这些多模式的城市数据关联起来,实现它们的互通互联,挖掘出更丰富多样的信息,从而能更好地指导智慧城市的构建,是本领域的难点。本文提出了一个城市多模式数据融合模型,即多模式互联生长（MICROS）模型,并从3个层面对该模型进行了描述。首先,针对多模式数据的特点,重点描述了多模式数据多源、异构、时变、高维等特点。其次,针对多模式数据的特点,自底向上构建实现针对多模式数据的融合过程的3层基础模型,分别是服务信息描述模型、元数据模型和数据互联模型。最后,在这3层模型的基础上,本文提出了一个适用于智慧城市建设的多模式数据融合模型。      

一种基于压电驱动的火星岩石钻探器的研制

钻取采样是未来火星探测采样任务中获取星表岩石样本的一种有效方式。压电驱动的超声波钻取采样技术以压电陶瓷作为作动元件,对火星表面复杂环境具有一定的适应性。基于高频冲击钻进的工作原理,超声波钻探装置容易刺入火星表面坚硬的岩石。作为一种轻质小巧、低功耗的钻探器,超声波钻探器非常适合火星表面岩石的原位探测采样任务。本文借助仿真和试验手段验证了超声波钻探器的岩石钻进能力和钻探效率。超声波钻探器的研制可为未来火星表面岩石的钻探采样任务提供技术参考。     

基于JAVA技术的校园“一卡通”管理系统

通过分析智能卡的特点,介绍我于JAVA技术构建的"校园一卡通"管理系统的系统分析、系统设计和系统实现,并重点介绍了智能卡商务交易问题的解决方法--电子钱包的基本架构和实现过程.     

A thermal-flutter criterion for an open thin-walled circular cantilever beam subject to solar heating

The flexible attachments of spacecraft may undergo Thermally Induced Vibration (TIV) on orbit due to the suddenly changed solar heating. The unstable TIV, called thermal-flutter, can cause serious damage to the spacecraft. In this paper, the coupled bending-torsion thermal vibration equations for an open thin-walled circular cantilever beam are established. By analyzing the stability of these equations based on the first Lyapunov method, the thermal-flutter criterion can be obtained. The criterion is very different form that of closed thin-walled beams because the torsion has great impact on the stability of the TIV for open thin-walled beams. Several numerical simulations are conducted to demonstrate that the theoretical predictions agree very well with the finite element results, which mean that the criterion are reliable.     

平板射流中大尺度涡的理论模型

根据流动稳定性理论,提出了一种解释平板射流中大尺度涡产生机理的二维不稳定波理论模型,用这种模型计算所得的流动结构和相干扰动量与实验结果吻合较好.说明不稳定波模型可以较好地描述湍流平板射流中的大尺度涡结构的主要特征.      

基于自适应LMS算法的空间光束快速精扫描跟踪控制方法

针对空间精密光学领域与国防应用对高精度快速光束控制的需求,给出自适应最小均方(LMS)算法对压电快摆镜进行光束扫描跟踪控制.首先描述了自适应LMS控制算法及快摆镜模型辨识方法,随后仿真分析了不同频率及迭代步长对自适应LMS算法跟踪控制的影响,最后采用自适应LMS算法进行了压电快摆镜辨识及扫描跟踪控制实验.实验结果表明,...     

低速风洞试验模型振动主动控制技术

风洞试验悬臂梁结构的尾部模型支撑系统在风载激励下会产生振动,振动会威胁试验安全,影响试验结果.为抑制模型及支撑系统振动,本文研究了一种主动抑振控制系统并取得应用.其中,抑振系统执行机构采用压电材料,控制系统采用自适应内模控制算法.对自适应内模控制算法的结构和工作原理进行了分析,介绍了训练模式下模型参数辨识和试验模式下控...     

Layout design of thin-walled structures with lattices and stiffeners using multi-material topology optimization

In this paper, the thin-walled structures with lattices and stiffeners manufactured by additive manufacturing are investigated. A design method based on the multi-material topology optimization is proposed for the simultaneous layout optimization of the lattices and stiffeners in thin-walled structures. First, the representative lattice units of the selected lattices are equivalent to the virtual homogeneous materials whose effective elastic matrixes are achieved by the energy-based homogenization method. Meanwhile, the stiffeners are modelled using the solid material. Subsequently, the multi-material topology optimization formulation is established for both the virtual homogeneous materials and solid material to minimize the structural compliance under mass constraint. Thus, the optimal layout of both the lattices and stiffeners could be simultaneously attained by the optimization procedure. Two applications, the aircraft panel structure and the equipment mounting plate, are dealt with to demonstrate the detailed design procedure and reveal the effect of the proposed method. According to numerical comparisons and experimental results, the thin-walled structures with lattices and stiffeners have significant advantages over the traditional stiffened thin-walled structures and lattice sandwich structures in terms of static, dynamic and anti-instability performance.     

基于群论的空间可展开结构自由度分析

为了开发构型新颖、生命力强、便于运输和储藏的空间可展开结构，使其满足所处环境的时间、空间等苛刻条件，适应特殊任务的实际需求，亟需开展空间可展开结构的自由度及折展性能分析。由于现有可展结构多具有一定的对称性，基于群论方法，从对称学角度解析结构可动的本质，提出判别对称体系可动性的充分条件。根据几何约束性质，运用矩阵理论和变分原理，推导了可展结构中典型构成单元的位移协调矩阵。利用对称子空间，推导了机构位移模态、自应力模态的对称表示，并以闭合环形可展开结构为研究对象，开展了结构自由度分析。研究工作有助于新型空间可展开结构的研发与设计，为可展结构及其衍生结构的进一步研究与应用提供了理论基础。     

A partition of unity level set method with moving knot CS-RBFs for optimizing variable stiffness composites

A partition of unity level set method with moving knot Compactly Supported Radial Basis Functions (CS-RBFs) is proposed for optimizing variable stiffness composite structures. The iso-contours of a level set function are utilized to represent the curved fiber paths, and the tangent vector of the iso-contour defines the orientation of fiber. The level set function of the full design domain is constructed according to the Partition of Unity (POU) method by a set of local level set functions defined on an array of overlapping subdomains, and they are constructed by using the CS-RBFs. The positions of knots are iteratively changed during the optimization to improve the performance of composite structures. Several examples of compliance minimization are presented.