It is an important job to determine the voltage stability limit for the static voltage stability research.
在静态电压稳定的研究中，确定电压稳定极限是一项非常重要的工作。
This paper introduces 3D stability limit analysis model for soil-nailed wall based on the upper bound theory.
本文介绍了应用上限理论建立的土钉墙稳定性评估的三维极限分析模型。
PSS/E supply a language-IPLAN, which can make it possible to realize the computation of voltage stability limit.
提供了一套自定义语言—IPLAN，它使得在PSS／E平台上实现电压稳定极限计算成为可能。
In this paper the relationship between the critical voltage stability and synchronism stability limit is analyzed.
本文旨在分析电力系统临界电压稳定与同步稳定极限的内在关系。
Simulations show considerable promotion in the transient stability limit on a transmission line after reclosing time optimization.
算例表明优化重合时刻可以大幅提高输电线路暂态稳定极限。
Determine the voltage stability limit is an important job for the static voltage stability research.
在静态电压稳定的研究中，确定电压稳定极限是一项非常重要的工作。
On this condition, to get exact transient stability limit is quite important for power systems safety and economic op.
在这种情况下，暂态稳定极限传输功率计算的准确性，对电力系统的安全经济运行就显得尤为重要。
With the algorithm it is very easy to find out the power flow under heavily loading condition, as well as the static voltage stability limit.
利用该算法可以很方便地解出临近电压稳定极限的重负荷潮流和电压静稳极限。
Moreover, this paper presents an analysis for the conditions of the critical voltage stability and synchronism stability limit in the bulk power systems.
此外，本文还对复杂电力系统中临界电压稳定与同步稳定极限的条件进行了探讨。
The static-state closest voltage stability limit corresponds to power limits of voltage stability when the loads in-crease along with the worst possible direction.
静态最接近电压稳定极限就是对应于负荷沿某一最坏的可能方向增加时的静态电压稳定极限。
The results of computer simulation show that the valve controller can raise effectively the transient stability limit in comparison with the conventional regulator.
对多机系统的仿真结果表明：与常规控制相比，本文设计的汽门控制器能有效提高系统的暂态稳定极限。
The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.
改进了锚杆自由段长度的计算方法，推导了结构的基础埋深和稳定性极限平衡分析的计算公式。
The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.
改进了锚杆自由段长度的计算方法，推导了结构的基础埋深和稳定性极限平衡分析的计算公式。
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