基于改进MUSIC算法的矢量水听器阵列波达方向估计

介绍了改进的MUSIC算法在矢量水听器阵波达方向估计中的应用,并描述了该算法的原理及应用过程.计算机仿真的结果表明,改进的MUSIC算法既能够有效地估计出独立信号源的DOA,也能有效地估计出相关信号源和相隔比较近的小角度差信号源的DOA,从而证明了这种改进MUSIC算法的合理性.     

齿轮新标准下检测中心距公差带和功能齿厚测量

说明了最大、最小检测半径的计算,推证了双面啮合下节圆压力角(节点展角)的计算公式;解释了检测中心距公差带(径向综合测试公差带)的形成和作用,对个别代号的含义提出了看法;列举了保证功能齿厚测量精度的主要要求,给出了部分因素对测量精度影响的比率。     

南大干线(市新路至新化快速路)工程可行性 研究报告的经济分析

综合介绍了南大干线(市新路至新化快速路)工程可研的项目概况、投资估算、资金投资计划。采用有无对比法,从资源配置合理的角度分析项目投资的经济效益,并通过计算经济评价指标反映项目的经济可行性。     

Parzen窗估计在潜艇目标强度统计建模的应用

研究潜艇目标强度的统计特性对水中兵器的仿真和试验分析具有重要意义.本文针对直方图统计模型的精度受区间划分影响较大,提出将Parzen窗估计方法用于潜艇目标强度的统计建模,建立潜艇典型舷角下的目标强度分布模型,并对统计特性进行分析.对Benchmark潜艇模型进行仿真计算,结果表明,采用Parzen窗估计法建立的潜艇目标强度统计模型符合潜艇的物理结构特性,能够更加准确和有效地对潜艇目标强度的统计特性进行预报.     

Integration of signal timing estimation model and dynamic traffic assignment in feedback loops: system design and case study

This paper presents an integrated framework for effective coupling of a signal timing estimation model and dynamic traffic assignment (DTA) in feedback loops. There are many challenges in effectively integrating signal timing tools with DTA software systems, such as data availability, exchange format, and system coupling. In this research, a tight coupling between a DTA model with various queue‐based simulation models and a quick estimation method Excel‐based signal control tool is achieved and tested. The presented framework design offers an automated solution for providing realistic signal timing parameters and intersection movement capacity allocation, especially for future year scenarios. The framework was used to design an open‐source data hub for multi‐resolution modeling in analysis, modeling and simulation applications, in which a typical regional planning model can be quickly converted to microscopic traffic simulation and signal optimization models. The coupling design and feedback loops are first demonstrated on a simple network, and we examine the theoretically important questions on the number of iterations required for reaching stable solutions in feedback loops. As shown in our experiment, the current coupled application becomes stable after about 30 iterations, when the capacity and signal timing parameters can quickly converge, while DTA's route switching model predominately determines and typically requires more iterations to reach a stable condition. A real‐world work zone case study illustrates how this application can be used to assess impacts of road construction or traffic incident events that disrupt normal traffic operations and cause route switching on multiple analysis levels. Copyright © 2014 John Wiley & Sons, Ltd.     

水下爆炸载荷的统计特性

为研究水下爆炸载荷的概率密度,选取炸药密度、水密度作为随机变量,基于乘同余组合发生器,利用Fortran语言编写随机数生成程序,产生100组随机变量的样本;采用有限元程序LS-DYNA对水下爆炸冲击波进行仿真计算,得到冲击波的峰值压力;并检验其是否服从正态分布,验证最大熵法程序的正确性,采用最大熵法拟合其概率密度函数,研究爆炸载荷的统计规律,得到不同爆距,不同时刻的冲击波峰值压力的概率密度.该方法可较好地解决爆炸载荷的随机数理统计模型,为进一步进行结构的可靠性分析提供理论依据.     

海洋船舶的轨迹估计算法

准确估计和预测海洋导航中机动船舶的轨迹是改善海上安全和保安的重要工具。因此,许多常规海洋导航系统和船舶交通管理和报告服务都为此目的配备了雷达设施。然而,船舶操纵轨迹的预测的准确性主要取决于船舶位置,速度和加速度的估计的良好性。因此,本研究提出了一个基于曲线运动模型的机动海洋船只模型,其基于用于相同目的的线性位置模型的测量。此外,还假定与白高斯噪声相关联的系统状态和测量模型。扩展卡尔曼滤波器被提出作为用于估计位置,速度和加速度的自适应滤波器算法,用于预测机动的海洋船舶轨迹。最后,提出的模型被实施,并获得成功的计算结果,在本研究中的海洋导航中的船舶操纵轨迹的预测。     

基于蚁狮算法的UKF车辆状态参数估计器

为了准确获取分布式驱动电动汽车状态参数信息,满足车辆稳定性控制系统的需求,提出一种基于蚁狮算法的无迹卡尔曼滤波状态参数估计器。针对无迹卡尔曼滤波（UKF）过程中噪声协方差矩阵的不确定性,采用蚁狮优化算法（ALO）对其进行寻优,并引入奇异值分解（SVD）的方法来维持噪声协方差矩阵的正定性,此外,基于指数加权最小二乘法对车辆侧偏刚度进行辨识并将其作为状态参数估计器输入。基于MATLAB/Simulink和CarSim联合仿真平台,建立分布式驱动电动汽车参数估计模型,分别进行双移线工况和正弦迟滞工况仿真,并基于A&D5435快速原型开发平台进行双移线工况实车试验。仿真与试验结果表明：相比于SVDUKF算法估计结果,双移线仿真工况下,基于ALO-SVDUKF算法估计得到的质心侧偏角和横摆角速度的均方根误差分别降低了55.7%、30.7%,正弦迟滞仿真工况下,均方根误差分别降低了58.1%、85.1%,且在车辆处于极限失稳状态时仍能维持较好的估计效果;双移线试验工况下,横摆角速度的估计值与实际测量值之间的均方根误差仅为0.938 4（°）·s^-1;提出的基于ALO-SVDUKF算法的分布式驱动电动汽车状态参数估计器能够有效提高质心侧偏角和横摆角速度的估计精度,可为车辆稳定性控制提供精确的状态信息。     

An intersection turning movement estimation procedure based on path flow estimator

Estimation of intersection turning movements is one of the key inputs required for a variety of transportation analysis, including intersection geometric design, signal timing design, traffic impact assessment, and transportation planning. Conventional approaches that use manual techniques for estimation of turning movements are insensitive to congestion. The drawbacks of the manual techniques can be amended by integrating a network traffic model with a computation procedure capable of estimating turning movements from a set of link traffic counts and intersection turning movement counts. This study proposes using the path flow estimator, originally used to estimate path flows (hence origin–destination flows), to derive not only complete link flows, but also turning movements for the whole road network given some counts at selected roads and intersections. Two case studies using actual traffic counts are used to demonstrate the proposed intersection turning movement estimation procedure. Copyright © 2010 John Wiley & Sons, Ltd.     

Guaranteed prediction and estimation of the state of a road network

The paper presents an algorithm for the prediction and estimation of the state of a road network comprising freeways and arterials, described by a Cell Transmission Model (CTM). CTM divides the network into a collection of links. Each link is characterized by its fundamental diagram, which relates link speed to link density. The state of the network is the vector of link densities. The state is observed through measurements of speed and flow on some links. Demand is specified by the volume of vehicles entering the network at some links, and by split ratios according to which vehicles are routed through the network. There is model uncertainty: the parameters of the fundamental diagram are uncertain. There is uncertainty in the demand around the nominal forecast. Lastly, the measurements are uncertain. The uncertainty in each model parameter, demand, and measurement is specified by an interval. Given measurements over a time interval [0, t] and a horizon τ ? 0, the algorithm computes a set of states with the guarantee that the actual state at time (t + τ) will lie in this set, consistent with the given measurements. In standard terminology the algorithm is a state prediction or an estimate accordingly as τ > 0 or =0. The flow exiting a link may be controlled by an open- or closed-loop controller such as a signal or ramp meter. An open-loop controller does not change the algorithm, indeed it may make the system more predictable by tightening density bounds downstream of the controller. In the feedback case, the value of the control depends on the estimated state bounds, and the algorithm is extended to compute the range of possible closed-loop control values. The algorithm is used in a proposed design of a decision support system for the I-80 integrated corridor.