Nonlinear FEM strength reduction is a slop stability analysis method which is widely cared in the geotechnical field.
有限元强度折减法是近年来岩土工程界广受关注的一种边坡稳定性分析方法。
A new robust stability analysis method for time-delay system is presented.
给出了一种时间滞后系统的鲁棒稳定性分析方法。
Fast transient stability analysis method is the core of the online dynamic security analysis.
在线动态安全分析的核心是快速暂稳分析。
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