The linear and nonlinear analysis models for wind-induced response of glass cladding are established by using plate theory.
然后用板理论建立了幕墙的线性和非线性风振响应分析模型；
Based on analysis of nonlinear models, mathematical physics meanings and mathematical characters of blown-ups are provided.
基于对非线性模型的分析，给出了溃变的数学物理学意义和数学特征。
The computational models of mutural distubance analysis about geometric nonlinear effect between the higher piers are proposed.
提出了高桥墩之间几何非线性效应的相干分析计算模型。
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