由于自身的受力特点，框架-筒体结构轴向变形差较其他结构型式更突出。
The axial deformation difference between columns and walls in frame-tube is obviouser than other constructions, Because of the constructions stress'character.
结合工程实例，分析了超高层建筑结构中桩基及主体结构体系选择，探讨了超高层建筑采用框架-筒体增设刚臂结构体系在地震和风载作用下的结构受力特点及其应采用的一些措施。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
这些结构包括框架、剪力墙、框一剪、框筒和筒体结构。
Frames, shear wall, frame shear wall, frame tube and tube structures are included.
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