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Dynamic Stability of Stepped Columns under the Axial Resonant Force

机译:轴向谐振力下阶梯柱的动态稳定性

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In this paper, the dynamic stability of stepped columns under the axial resonant force is investigated, and the dynamic stability, which is also known as parametric resonance, of stepped columns with two ends simply supported and clamped ones are studied, respectively. The dynamic stability of multi-stepped columns is obtained by using Mathieu Equation deduced by Hamiliton Principle. The formula of the dynamic stability region is given and the effect of stiffness of stepped columns on the dynamic stability is analyzed. Results show that the area of dynamic instability decreases with the increase of the ratio of each section's stiffness, and that the dynamic stability would be better when each section is of similar size.
机译:在本文中,研究了轴向谐振力下的阶梯柱的动态稳定性,并且分别研究了具有两端的阶梯柱的阶梯柱的动态稳定性,简单地支持和夹紧柱。通过使用哈里尼原理推导的Mathieu方程获得多阶梯列的动态稳定性。给出了动态稳定性区域的公式,分析了阶梯柱刚度对动态稳定性的影响。结果表明,动态稳定性面积随着每个部分刚度的比率的增加而降低,并且当每个部分具有相似尺寸时,动态稳定性会更好。

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