基于磁耦合谐振的无线电能传输系统负载特性研究

为研究负载对无线电能传输系统传输性能的影响,建立了基于磁耦合谐振的无线电能传输系统的电路模型,利用电路耦合理论推导出在不同距离上为抑制频率分裂现象所需的最小负载以及当接收功率最大时的最佳匹配负载计算模型,且最佳匹配负载总是大于最小负载。仿真结果表明,对于不同的耦合系数,增大负载可以抑制频率分裂现象的出现;当接收功率达到最大值时,最佳匹配负载会因耦合系数的不同而改变,且总会有一个最佳匹配负载与之对应。这一结论为无线电能传输系统的负载选择提供了理论指导。     

基于改进粒子群优化算法的火电厂机组负荷分配

以坑口电厂厂级监控信息系统的机组负荷在线优化分配功能模块为应用背景,针对模块所运用的基本粒子群优化算法在优化过程中容易陷入局部收敛、收敛速度慢的缺点,提出一种基于惯性权重非线性减小策略的改进粒子群优化算法,使惯性权重呈对数减小;测试函数仿真结果表明,改进粒子群优化算法在收敛速度和寻优精度方面,优化性能均优于基本粒子群优化算法;通过MATLAB与Visual C++混合编程,开发了机组负荷在线优化分配功能模块,提高了算法的计算效率和工程应用价值。     

海量数据处理器MPC860T的DSP阵列设计

现代通信的数据量日益增加,数据处理的复杂度也日益加强,如何有效处理这些海量数据,是目前研究的难点,基于DSP阵列的数据处理系统是解决这些问题的有效方法。本文选用TI公司的TMS320C6713浮点型数字信号处理器以及Freescale公司的MPC860T通用通信处理器,设计了16颗浮点型DSP阵列来完成海量数据实时处理。详细介绍了该系统的DSP阵列的管理,包括复位、HPI数据管理通道设计。通过测试和实际应用验证,该系统不仅满足性能上的要求,还是一个通用的数据采集和处理平台。     

Distributed load-balancing algorithm for fast tag reading

The radio frequency identification (RFID) technology has gained a lot of recent interests because it has been widely recognised as a foundation technology for the ‘Internet of things’. In current multi-reader RFID systems, readers work with fairly less cooperation and are responsible to retrieve data from different number of tags individually, which results in large reading time of obtaining all tag data. In this paper, a fast tag reading problem in multi-reader RFID systems with the goal of obtaining all tag data by using minimum reading time is studied. A distributed load-balancing algorithm based on diffusion method is proposed to solve the problem by migrating tags from highly loaded reader to lightly loaded reader. The simulation results demonstrate the effectiveness and efficiency of proposed algorithm.     

Assessment of Numerical Models for Live Load Distribution in a Road Slab Bridge

This paper presents comparison of numerical models used in an analysis of a road bridge deck. The models were adapted for computing the live load distribution coefficients in composite concrete bridge deck. The load distribution method was chosen for assessment of the usability of different numerical model in slab bridge deck analysis. The goal of the study is to determine a simplest but still accurate numerical model to estimate live load effects on composite slab bridge. In the analysis, the well-established grillage approach was adapted for representation of the bridge deck as a basic model as well as more sophisticated three-dimensional models which was supposed to better represent the real behavior of the deck under concentrated wheel loads. The bridge deck was effectively modeled using beam and shell elements. The grillage method compares well with the finite-element method. This finding is allowed to establish simplification in numerical modeling of slab bridge decks for live load effect computations.     

电液负载模拟器的二次型最优控制算法

电液负载模拟器属于被动式加载系统,受载对象的自主运动和加载装置的运动相互耦合,所产生的位置扰动会引起多余力。为抑制多余力建立了电液负载模拟器的状态空间模型,利用线性二次型最优控制理论设计了最优控制算法,算法具有最优状态反馈、最优前馈补偿和外扰补偿,使得电液负载模拟器的性能有明显提高。电液负载模拟器的仿真计算结果表明,利用最优控制算法设计的电液负载模拟器较好地抑制了多余力,从而较好地跟踪力指令。     

基于电力载波技术的智能化路灯控制系统

该设计综合采用了中心控制、信息传输、单片机控制、声控、实时监控等技术,自动控制路灯的工作状态,以达到节约能源的目的;采用电力载波技术即采用电力线作为传输总线,在总线上连接各远端指令接收器即路灯节点,控制各路灯的工作状态,从而大大节约了因铺设电缆所消耗的费用。     

电力负荷特性在线记录系统软件设计

提出了一种基于电铁牵引变电站电力负荷特性在线记录系统的软件设计方案,以提供电力系统负荷建模所需的数据。系统以PC机进行后台数据处理并上传数据记录,可以对电铁牵引变电站双变压器并列运行实现全时间点状态监测和负荷特性记录,具有存储容量大、功能齐全、调试简便、开发周期短、测量精度高等优点。通过仿真和实际测试证明,开发工作是成功的,该系统能够满足电力系统负荷特性数据采集的要求。     

Limit load and shakedown analysis of plastic structures under stochastic uncertainty

Problems from plastic analysis are based on the convex, linear or linearised yield/strength condition and the linear equilibrium equation for the stress (state) vector. In practice one has to take into account stochastic variations of several model parameters. Hence, in order to get robust maximum load factors, the structural analysis problem with random parameters must be replaced by an appropriate deterministic substitute problem. A direct approach is proposed based on the primary costs for missing carrying capacity and the recourse costs (e.g. costs for repair, compensation for weakness within the structure, damage, failure, etc.). Based on the mechanical survival conditions of plasticity theory, a quadratic error/loss criterion is developed. The minimum recourse costs can be determined then by solving an optimisation problem having a quadratic objective function and linear constraints. For each vector a(·) of model parameters and each design vector x, one obtains then an explicit representation of the “best” internal load distribution F^∗. Moreover, also the expected recourse costs can be determined explicitly. Consequently, an explicit stochastic nonlinear program results for finding a robust maximal load factor μ^∗. The analytical properties and possible solution procedures are discussed.