Frame shear wall structure

剪力墙───shear wall

Reinforced concrete frame structure for the five - story shear wall structure, with a total area 2627 ㎡.───结构为钢筋混凝土框架剪力墙结构五层, 总面积2627㎡.

RC shear wall has been widely used in various structure systems.───摘要混凝土剪力墙被广泛运用于各类结构体系中.

This building is a comprehensive building, engineering for frame shear wall structure.───该建筑是一综合性大楼, 工程为框架剪力墙结构.

Short pier RC shear wall structure system with concealed bracings was put forward.───提出了钢筋混凝土带暗支撑短肢剪力墙结构体系.

After all, there is a issue that how to confirm the rigidity of shear wall.───所以这里存在着剪力墙刚度如何取值的问题.

Prefabricated shear wall and composite plate are the key components of the production cost of PC components.───预制剪力墙和叠合板建安费用是影响PC构件生产费的关键因素。

The frame - supported shear wall structure is a combination of frame and shear wall.───框支剪力墙结构体系是将框架结构和剪力墙结构相结合的产物.

The distribution of storey shearing force in frame - shear wall structure is discussed.───讨论了框剪结构在弹性和弹塑性工作状态下楼层剪力的分配机理.

The structural analysis, construction measurement and construction method of frame shear wall structure modification are elaborated.───阐述了框架—剪力墙结构改造中的结构分析 、 构造措施以及施工方法.

The moment amplification factor in a vertical column with variable cross section is first investigated, and combining the factor in pure frame the formula in frame—shear wall structure are proposed.

RC shear wall with bi - directional single row of steel bars is applicable for multistory residence building.

RC shear wall with bi - directional single row of steel bars apply to the multi - storey residential structure.

The conditions of interruptable shear wall height are proposed.

Composite shear wall with concealed steel bar-shaped steel bracings is put forward and its seismic performance experimental research is done.

This method can be used to analyze shear wall structures with elastoplastic hinges or dampers as well as tall frame-type structures.

The distribution of storey shearing force in frame - shear wall structure is discussed.

Steel frame and shear wall infilled steel frame reflect two endpoints of the amplitude of the structural stiffness. The increasement of stiffness is transilient.

The shear wall core is torsionally restrained by the ground-floor slab at level 1 and by its connection to the main building through concrete slab diaphragms located at level 11 and above.