The result of the prestress design is actually the solution space of a homogeneous linear equation set.
通过分析发现，预应力设计的结果实际上就是一个齐次线性方程组的解空间。
The linear buckling analysis of the hybrid structure is carried out under different rise-span ratios, different prestress level and half-span load.
对组合结构考虑矢跨比、预应力水平及半跨荷载进行线性屈曲分析。
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