The present, stability analysis of fastener-style steel pipe formwork support system is changed to single stand bar stability.
目前规范对扣件式钢管模板支撑体系整体的稳定性，是将其转化成单杆立杆的稳定性计算来考虑的。
In this paper buckling behavior of pressure bar is discussed and its critical condition is defined in mathematics. It makes concept about stability of pressure bar more precise.
通过对压杆失稳本质的分析和对临界状态的数学描述，使得有关压杆稳定的某些概念更为确切。
The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.
改进了锚杆自由段长度的计算方法，推导了结构的基础埋深和稳定性极限平衡分析的计算公式。
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