介绍了采用控制爆破技术拆除16层和18层剪力墙筒体结构楼房的成功实例。
This paper introduces the practical example of successfully demolishing 16 - and 18-storeyed buildings with shear wall tube structure by controlled blasting.
超高层筒体结构近似悬臂梁弯曲受力构件，在动力作用下，外框剪力墙的动应力反应要大于核心筒墙的动应力反应。
The barrel shape structure work like an overhanging beam and when subjected to earthquake load, its dynamic stress of outer frame is greater than that of inner tube.
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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