基于系统网损灵敏度的二阶指标研究

阐述了一种估计电压崩溃临近程度的新指标——网损灵敏度指标。在该指标的基础上 ,提出了新的二阶指标。所提指标物理意义明确 ,线性度好 ,计算量小 ,适于在线应用。实际系统的仿真结果表明 ,基于网损灵敏度的二阶指标能够为实时负荷裕度监控。

基于网损灵敏度二阶指标的电压稳定概率评估

大多数电力系统电压稳定评估主要采用的是确定性的分析方法。简要介绍了概率的分析方法在进行电力系统电压稳定分析中的应用,提出了一种以蒙特卡罗法和网损灵敏度二阶指标确定电压稳定负荷裕度相结合的方法,同时引入两个概率指标———电压崩溃概率指标和电压崩溃点负荷水平期望值。采用该方法对重载下的AEP30节点系统进行了电压崩溃的概率评估,并侧重于分析负荷的随机特性对负荷水平(电压崩溃点)的影响,以及输电线断线的概率评估和相应减小电压崩溃概率的措施比较。

带SVC电力系统电压稳定二阶指标的计算与仿真

通过对系统节点无功网损灵敏度指标(RLSI)进行排列,迅速准确判断系统的薄弱节点,在薄弱节点安装静止无功补偿器(SVC),可较好地降低灵敏度,提高电压稳定水平;通过对无功网损灵敏度进行二阶改造,克服了原指标的非线性,能较好地确定负荷裕度.通过对WSCC3机9节点系统进行仿真计算,分析对比SVC安装前后的电压稳定指标,验证了安装SVC后系统无功网损灵敏度及其二阶指标确实得到了改善,负荷裕度得到较准确的预报.

电力系统电压静稳分析中的二阶指标

为了直观描述电力系统的电压稳定性 ,从静态稳定分析的需要出发 ,提出了对电压静稳指标的要求 ,建立了新的基于网损灵敏度的二阶指标。计算比较了试验函数、最小奇异值和网损灵敏度二阶指标的特性和优缺点 ,并用于电力系统事故排序。结果表明 ,上述二阶指标都能为系统实时监控和事故排序及制定控制策略提供有效的信息。基于网损灵敏度的二阶指标具有物理概念明确、计算量小、线性特性较好的优点 ,适合于在线应用。

二阶矩可靠性指标的计算机辅助公差优化装配尺寸链设计模型

公差优化设计是在机械产品设计和制造过程中的一项重要内容,而在计算机应用中,建模也是一个重要的步骤。本文以尺寸链理论为基础,通过对二阶矩可靠性指标的应用到装配尺寸链的研究,建立计算机辅助公差优化设计的尺寸模型。

电压安全在线风险指标及其灵敏度评估

从分析策略的角度通过引入快速CS&R(事故筛选和排序)获取风险指标不为0的事故,采用网损灵敏度二阶指标确定负荷水平期望值的方法代替常规的连续潮流法等快速的分析技术,减少风险指标及其灵敏度的计算量,用以提高风险评估的效率.通过风险灵敏度的计算为选择适当的预防和控制手段以增强电压安全提供了有效的依据.IEEE118测试系统仿真计算验证了该评估方法的快速和准确性适合于电压安全风险评估的在线应用.

六角螺系统的Harmonic指标（英文）

图G的Harmonic指标定义为图G中所有边uv的权重2/du+dv的和,用H(G)表示;二阶Harmonic指标被定义为图G中所有二长路uvw的权重3的和,用2 H(G)表示;其中dG中du+dv+du表示w点u的度数.该文研究了六角螺链和六角螺系统的Harmonic指标,发现它们的极图不唯一.通过研究二阶Harmonic指标,确定了六角螺链的极图,发现六角螺系统的极图是一类特定的图.并且找到一个关于Harmonic指标的极图和二阶Harmonic指标的极图的关系.最后,提出一个关于Harmonic指标的开放新问题.

基于PMU技术的电压稳定研究

电压失稳是一个动态的强非线性过程,需要采用动态方法来研究,而常规的动态电压稳定分析方法(如时域仿真法)的最大缺点是计算速度慢、耗费时间长,不能满足电压稳定在线研究的需要。本文利用PMU实测数据,在网损灵敏度理论的基础上,构造了一个二阶指标—综合网损灵敏度指标(Integrated Loss Sensitivity Index,ILSI),同目前电压稳定分析常用的一阶指标相比,具有线性度好,准确度高的优点,在电压失稳过程中有比较均匀的变化趋势,这样不仅可以让运行人员清楚地了解系统的稳定状况,而且还可以预测稳定极限。提出的算法物理意义明确、算法结构简单,在IEEE9节点系统的仿真结果表明,该指标在系统电压恶化的过程中显示良好的线性度,可以很好地表征目前系统的电压水平。

基于连续交叉小波相干分析和自适应CYCBD的轴承故障诊断

最大二阶循环平稳指标盲解卷积(maximum second-order cyclostationarity blind deconvolution,CYCBD)能从强背景噪声信号中恢复周期脉冲,是轴承故障诊断的有效方法。故障特征频率是CYCBD的关键参数,由于滚动轴承存在制造误差、滚子滑移等现象,导致真实的故障特征频率与理论值存在偏差,降低了CYCBD的有效性。同时,故障轴承测试信号中含有大量噪声和谐波干扰,也降低了CYCBD的故障特征提取能力。对此,提出了一种基于连续交叉小波相干分析和自适应CYCBD的轴承故障诊断方法,首先,利用正常轴承、故障轴承测试信号的交叉小波相干分析获取轴承故障共振频带。其次,基于3种归一化的周期检测指标提出一种新的周期检测技术以获取真实的轴承故障特征频率。最后,基于轴承故障共振频带信号和真实轴承故障特征频率进行CYCBD滤波,并针对滤波信号进行Teager能量算子解调分析得到能量频谱,从而进行轴承故障诊断。仿真信号和高速列车牵引电机轴承试验信号的分析结果表明,该方法能够有效识别轴承故障特征,且优于传统的CYCBD方法。

Reliability analysis of earth slopes using hybrid chaotic particle swarm optimization

A numerical procedure for reliability analysis of earth slope based on advanced first-order second-moment method is presented,while soil properties and pore water pressure may be considered as random variables.The factor of safety and performance function is formulated utilizing a new approach of the Morgenstern and Price method.To evaluate the minimum reliability index defined by Hasofer and Lind and corresponding critical probabilistic slip surface,a hybrid algorithm combining chaotic particle swarm optimization and harmony search algorithm called CPSOHS is presented.The comparison of the results of the presented method,standard particle swarm optimization,and selected other methods employed in previous studies demonstrates the superior successful functioning of the new method by evaluating lower values of reliability index and factor of safety.Moreover,the presented procedure is applied for sensitivity analysis and the obtained results show the influence of soil strength parameters and probability distribution types of random variables on the reliability index of slopes.

Time-variant reliability analysis of three-dimensional slopes based on Support Vector Machine method

In the reliability analysis of slope, the performance functions derived from the most available stability analysis procedures of slopes are usually implicit and cannot be solved by first-order second-moment approach. A new reliability analysis approach was presented based on three-dimensional Morgenstem-Price method to investigate three-dimensional effect of landslide in stability analyses. To obtain the reliability index, Support Vector Machine （SVM） was applied to approximate the performance function. The time-consuming of this approach is only 0.028% of that using Monte-Carlo method at the same computation accuracy. Also, the influence of time effect of shearing strength parameters of slope soils on the long-term reliability of three-dimensional slopes was investigated by this new approach. It is found that the reliability index of the slope would decrease by 52.54% and the failure probability would increase from 0.000 705% to 1.966%. In the end, the impact of variation coefficients of c andfon reliability index of slopes was taken into discussion and the changing trend was observed.

Resistance Partial Factor and Reliability of Cast Ball-and-Socket Support Joint

Considering the uncertainty of material performance, geometric characteristic and analysis method, the analysis of statistical parameters of the resistance of cast ball-and-socket support joints and the reliability analysis are carried out by JC method （improved first-order second-moment method） based on the relevant experimental data. Results show that the resistance partial factor of the joint increases with the increase of the reliability index. The resis- tance partial factors are suggested corresponding to the reliability index under different load combinations. Moreover, the suggested resistance partial factor is adopted in reliability design, and it is found that the reliability index of the joint is larger than the target reliability index. The optimal load combination is the one in which live load plays an im- portant control role. Finally, based on the suggested resistance partial factors, the reliability analysis of cast bail-and- socket support ioints of a proiect is conducted.