两板件截面均匀受压柱的柱子曲线-建筑结构 关键词]均匀受压柱 空间稳定 屈曲模态 柱子曲线 [gap=691]Keywords: axial uniformly compressed column; spatial stability; buckling mode; column curve
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不同边界条件和不同长径比呈现出不同的屈曲模态。
It is found that PTCSs with different LDR and boundary conditions have different buckling modes.
通过求解扰动方程得到了动态屈曲的分叉条件、临界载荷和屈曲模态。
By solving the disturbed equations, the bifurcation condition of the dynamic buckling, critical buckling load and buckling mode are obtained.
介绍板在单向压缩和剪切载荷作用下的屈曲模态、临界载荷和平衡路径。
This chapter indicates buckling modes, critical load and equilibrium path of plate under axial compression and shear load.
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