In this paper, the elastic stability of reinforced concrete silo shell roof is analyzed using finite-element model. The elastic critical buckling loads of the shell roof are calculated.
本文用有限元模型分析了钢筋混凝土浅圆仓仓顶的弹性稳定性，计算了其屈曲临界荷载。
The paper mainly introduces the construction process, the design point, the process control method and the construction organization of concatemer silo slip form.
重点叙述多联体筒仓滑模施工工艺流程、滑模设计要点、关键工序控制方法、施工组织方法。
Based on the VOIGT REUSS model, stress changes of crack phase of reinforced concrete cylinder silo was analysed in the paper.
在VOIGT-REUSS模型的基础上，建立钢筋混凝土粮食筒仓壁开裂状态下的应力应变关系。
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