带伸臂的框架—筒体结构体系是一种广泛应用于高层和超高层建筑中高效率的结构体系。
In practice of current multi-story buildings, the outrigger-braced frame- tube structure is a widely used effective structural system.
对顶部带伸臂的框架- 核心筒结构的整体稳定性进行了分析。
This paper analyses the buckling of top - outrigger - braced frame - tube structures.
在理论分析和试验研究的基础上，给出了带加强层框架—芯筒结构的几点设计建议。
Based on theoretical analysis and test research, the design requirements of the structures are put forward.
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