Parametric studies have been carried out to study the excavation behavior with respect to wall deflection, soil settlement and apparent pressure.
根据参数研究结果，提出了猜测墙体变形路径的方法，同时建立了猜测墙体最大变形和土体最大沉降的响应面。
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。
The ground surface settlement and lateral deflection of retaining wall for deep excavations are calculated using nonlinear finite element method.
利用非线性有限元方法计算了深基坑开挖引起的地表沉降量与墙体侧向挠度。
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