The finite element method and classic approach were applied in analysis of a deep foundation support, and various analysis results were compared.
采用有限元方法和经典方法分析了一个深基坑支护，对各种分析结果进行了比较。
As the main theories are derived from the new classic economics, they commonly have limits on the analysis method.
这一系列的治理理论均未脱离新古典经济学的范畴，因而带有个体主义分析方法天然的局限性。
This paper study the lateral braces by the analysis of classic theory and ANSYS limited member, and presents the design method of non-full braces.
本文以经典理论分析和ANSYS有限元分析对侧向水平中心支撑进行系统地研究，得出在现有的设计要求下不完全支撑的设计方法。
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