The software about the frame design, apply the stiffening bar method and elastic foundation method to account the endogen.
框架设计软件采用了刚性梁法和弹性地基梁法进行内力计算。
Analysing the character of internal forces of anchor cable frame by winkler model and verifying it by field test a calculation method is put forward based on elastic foundation beam.
利用winkle r地基模型分析锚索框架的受力特征，并通过现场试验加以验证，提出锚索框架的弹性地基梁计算模式。
It is effective to use finite element method in monolithic analysis of an elastic foundation with the frame on it.
用有限单元法对弹性地基和上部框架进行整体分析，是一种有效的办法。
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