本文研究了塔架结构的极限承载力问题。通过双重非线性稳定性分析计算塔架结构的极限承载力。
The ultimate load of tower structure has been studied by using double-nonlinear buckling analysis in this thesis.
本文的方法为非线性时滞系统的鲁棒稳定性分析与镇定提供了新的路线和方法。
The conclusions of this paper provide a new way for robust stability analysis and stabilization of nonlinear systems with time-delay.
本文的目的是叙述构造矢量李亚普诺夫函数的方法和应用于线性与非线性复合系统的稳定性分析。
This article is intended to develop a method for constructing Vector Lyapunov functions and the application to the stability analysis of linear and nonlinear composite systems.
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