Based on the analysis of the frame model, we give two algorithms based on deformation.
在对型材模型分析的基础上，我们提出两种基于变形的方法。
The experiment and analysis results show that frame model with truss transfer storey has partial bending shear deformation.
试验和分析结果表明：带桁架转换层框架呈局部弯剪型的变形特性。
Then three-dimensional geological and mechanical model was established, and study of spatial deformation characteristics with FLAC-3D (Fast Lagrangian Analysis of Continua) was detailed.
并建立了相应的三维地质力学模型，应用FLAC 3D快速拉各朗日差分程序对其空间变形特征进行了详细的分析。
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