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。
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.
最后通过分析国内外现有PPP模式的标准合同范本，研究基础设施PPP项目残值风险的处理现状，并提出一定的建议。 。
Finally, some standard PPP/PFI contracts are studied to find out how the RVR is managed in PPP infrastructure.
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