Accodring to analysis of structural deformation in three-dimensional space, a matrix-displacement method based on multiple substructural analysis -which simulates the construction process is proposed.
根据三维空间结构节点的变位分析，建立了模拟建造过程的多重子结构分析矩阵位移法。
The effect of the inclined bracing on the enclosure deformation control is studied by numerical analysis considering the time-space effect.
在此基础上，结合“时空效应”理论进行了数值计算分析，研究了斜抛撑对围护结构变形的控制作用。
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