摘要
根据底部大空间、上部弱楼板高层结构的三维空间弹性分析结果 ,提出用子结构法对此类复杂体型高层结构进行整体分析。此法的分析结果与三维空间精细分析方法的结果比较接近 。
Based on the 3D\|space elastic analysis of a high\|building with big space at lower part and soft slabs at the upper one, the authors give a sub\|structure method for integral analysis of this kind of complex shape structure. The results by this method is coincided with those of 3D\|fine analysis, and provides an effective method for the complex high building′s integral analysis.
出处
《工业建筑》
CSCD
北大核心
2003年第4期32-34,27,共4页
Industrial Construction
基金
陕西省自然科学基金项目 ( 2 0 0 1C2 6)
