In this paper, a 32-story complicated shape shear wall structure is take as an example for comparing the calculation by the three-dimentional analysis and the space-coordination analysis.
本文以某三十二层复杂体型剪力墙结构工程为例，用空间三维分析方法和空间协同分析方法进行了计算比较。
In this paper, a 32-story complicated shape shear wall structure is take as an example for comparing the calculation by the three-dimentional analysis and the space-coordination analysis.
本文以某三十二层复杂体型剪力墙结构工程为例，用空间三维分析方法和空间协同分析方法进行了计算比较。
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