Using the invariant under the dual orthogonal transformations, a method for the displacement analysis of spatial mechanisms is proposed.
本文应用对偶正交变换下不变量,提出空间机构位移分析的对偶不变量方法。
Then, the structural influencing coefficient and displacement amplification factor are calculated and compared with the analysis result of Pushover method.
本文系统地分析了多层抗弯钢框架的结构影响系数和位移放大系数。
The results of fluid displacement experiments in real rock samples agree with the theoretical analysis.
通过对实际岩石样品进行流体驱替实验,发现实验结果与理论分析相一致。
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