With the ordinary boundary conditions, the numerical solution was presented for the problem of axisymmetric buckling.
将问题简化到轴对称的情况。 得到形式上简化了的屈曲控制方程。
参考来源 - 圆柱壳的弹塑性稳定性分析Considering axisymmetric motion in the pile, the frequency equation for longitudinal modes is derived herein.
针对轴对称情况,推导了纵向模态的频率方程。
参考来源 - 桩波动性状若干问题的研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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