Based on the theoretical analysis, the general buckling equation of semi-rigid frame column is deduced.
通过理论分析,推导了具有半刚性连接框架柱的一般屈曲方程。
Nevertheless, the clinical results of Peters et al are expected based on the theoretical considerations noted.
无论如何,按上述理论分析,Peters等人的临床结果在意料之中。
Based on the theoretical mathematical procedure, investigating the application of the Taylor -series method in bearings-only TMA.
以泰勒级数法的理论模型为基础,研究它在纯方位TMA中的应用问题。
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