跟网型逆变器的非线性模型及稳定性分析方法

锁相环为并网逆变器的跟网控制提供了与电网同步的参考信息,但在弱电网下,具有非线性特性的锁相环对系统稳定性会产生一定的影响。由于舍入误差的存在,现有基于线性化锁相环模型而设计的并网逆变器存在稳定性设计不足的风险。为保证模型的准确性以及稳定性分析的可靠性,提出了一种基于非线性状态空间模型的稳定性分析方法。首先,建立了采用二阶广义积分器锁相环的LCL型并网逆变器系统的非线性状态空间模型,确立了锁相环中非线性环节的有界性条件。基于Lyapunov稳定性判据,进一步获得满足全局渐进稳定的矩阵不等式条件。通过逐点分析,明确了锁相环参数以及电网阻抗对系统稳定域的影响。实验结果表明,相比于传统的小信号模型,所提出的非线性分析方法在预测跟网型逆变器系统的稳定性上更加准确和可靠。     

从定量与定性看技术教学的价值取向如何落实

信息技术课程较原来的课程变化之一就是讲究技术方法与过程。在这点上,很多人只看到了教学实施的方法与过程,而忽略了技术本身的应用方法与过程。只有"跳出操作看技术",才能发现技术的方法是什么,了解为什么要学哪项技术,这项技术的优势与用途到底何在。很多技术的操作过程相似,但     

Delay-dependent stability analysis for Markovian jump systems with interval time-varying-delays

This paper proposes improved stochastic stability conditions for Markovian jump systems with interval time-varying delays. In terms of linear matrix inequalities (LMIs), less conservative delay-range-dependent stability conditions for Markovian jump systems are proposed by constructing a different Lyapunov-Krasovskii function. The resulting criteria have advantages over some previous ones in that they involve fewer matrix variables but have less conservatism. Numerical examples are provided to demonstrate the efficiency and reduced conservatism of the results in this paper.     

全连接回归神经网络的稳定性分析

讨论全连接回归神经网络的稳定性,具体来说,就是分析网络输入和网络权值的扰动对网络输出的影响,得到了上述扰动下,网络输出误差不累积的条件,即整个网络稳定的分析。     

仿真可信性的研究综述

从概念性研究、技术方法和工程应用等三个方面综述了仿真可信性研究的发展。．     

时滞线性系统(t)=Ax(t) Bx(t-τ)稳定性的新判据

提出了 x(t) =Ax(t) Bx(t- τ)时滞无关稳定的一个充分条件 ,并进而研究了系统在不满足时滞无关稳定条件下 ,不稳定特征根的区域范围 ,给出了一个与时滞相关稳定的新的充分条件 .文末 ,给出了本文结论的示例 ,并与已有结果进行了比较 ,表明了该方法的有效性和可行性 .     

复杂渠坡稳定性分析方法比较

目前边坡稳定性分析方法主要有刚体极限平衡法、有限元极限平衡法以及有限元强度折减法3种.为了分析这3种方法以及不同屈服准则在边坡稳定计算中的差异性,以南水北调工程中某典型复杂渠坡为例进行比较计算.结果分析表明,3种计算方法所得渠坡稳定安全系数相近,其中强度折减法中不同的屈服准则对计算结果影响较大.鉴于M-C准则在应力空间中屈服面棱角会对数值计算稳定性产生影响,建议优先采用与M-C准则相匹配的D-P3或D-P4作为强度折减法的屈服准则,由此计算得到的边坡稳定安全系数合理,且参数折减时能保持计算过程具有良好的稳定性.     

深厚淤泥中土方开挖PHC管桩保护技术

PHC管桩是一种预应力高强混凝土预制桩,具有单桩承载力高、质量稳定可靠、应用范围广、施工速度快等优点,但也具有抗水平力差、土方开挖时易损坏等缺点。珠海十字门会展商务组团一期工程紧邻珠江入海口,     

一类具功能反应函数生物系统的定性分析

研究了一类具功能反应函数的食饵-捕食两种群生物系统的定性性质。利用Dulac判别定理,Poincare-Bendixson环域定理等,得到了该系统解的有界性,正平衡点的稳定性和至少存在一个极限环的充分条件。所得结果推广了已有文献的结论。     

Pull-out tests and slope stability analyses of nailing systems comprising single and multi rebars with grouted cement

The pull-out capacities for soil nailing systems comprising of one single 29 mm diameter (type A) and four 16 mm diameter (type B) rebars with grouted cement were examined. A field test and numerical analysis for the type A and type B systems were carried out to investigate the pull-out capacities and the slope stability reinforcement efficiency in soil and rock slopes. The results of the pull-out tests show the mobilized shear force and load transfer characteristics with respect to soil depth. The load-displacement relationship was examined for both type A and type B systems. Slope stability analyses were carried out to study the relationships between soil and nail reinforcement and bending stiffness as well as combined axial tension and shear forces. Factors of safety were calculated in relation to the number of nails and their outside diameters. Both soil and rock slopes were included in this evaluation.