On the basis of elasticity of the large-deflection thin penal, the method of weighted residuals is applied in calculating the stress and deflection of the curtain-wall glass.
根据弹性薄板大挠度理论，运用加权残值法分析计算幕墙玻璃的挠度和应力，并与幕墙玻璃规范设计进行比较，结果表明，基于非线性理论的设计计算是可行的。
According to the way of thinking of Geologic Strata Lose, a formula is deduced to estimate the surface settlement behind retain wall by the lateral wall deflection.
按照地层损失法的思路，推导出了由支护墙侧向变形估算墙后地表沉降计算公式。
This paper deals with the inner force and deformation of curtain wall glass caused by vertical and side forces by using nonlinear theory of large deflection.
探讨了幕墙玻璃在纵力和侧力的共同作用下的内力和变形根据实际的变形状态运用大挠度的非线性理论。
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