Using the correlative program, buckling analysis was made with plates, shells and portal frame made of plates.
应用所编制的程序,进行了平板、曲壳以及板式门架的双重非线性屈曲分析。
2
The history and advance in the researchs of the dynamic response and bucklingof cylindrical shells under axial impact loading are reviewed comprehensively at first.
首先回顾了圆柱壳在轴向冲击载荷作用下的动力响应与动力屈曲的研究历史和当前进展。
3
Critical stress and inertial exponent are treated as two characteristic parameters for the asymmetric dynamic bucklingof cylindrical shells under axial step loading.