Global stability of the major steel structure is considered to be a key controlling factor on structural safety.
主体钢结构的整体稳定性设计是结构安全的控制因素。
The strength reduction method and explicit finite difference method are used to calculate the global safety factor of the compound soil-nailed wall(CSNW).
将强度折减法和显式有限差分法相结合计算复合土钉支护的稳定系数。
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