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.
某超高层采用框架-核心筒结构体系，在内筒与核心筒之间采用伸臂桁架连接。
The structural system, which the inner core connect huge column by outrigger truss, has been developed in recent years.
上部结构采用了框架-核心筒结构体系。
The frame core-tube system is applied in the upper structure.
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