This thesis adopt the finite element method to upbuild the whole model, the frame internal force distribution situation are analysed between the prestressing force of cable losed or not. The soil is elastoplastic.

  • 采用有限元分析方法进行整体建模,整体分析锚索框架内力分布情况以及在锚索预应力损失情况下框架梁的内力变化情况。

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