摘要
从结构稳定性的基本概念出发,分析了目前在利用ANSYS进行结构稳定性分析中存在的一些概念上的模糊与混乱,提出了一种判别结构失稳类型并找到分枝点失稳类型结构临界荷载的简单近似方法。
Starting with the basic concept of the structural stability,this paper studies some conceptional confusions in the application of ANSYS in the analysis of structural stabilities.We also develop a simple and approximate method for distinguishing the buckling style and finding the critical loads of the bifurcation point style.
出处
《低温建筑技术》
2003年第6期42-44,共3页
Low Temperature Architecture Technology
