框架剪力墻結構的英文

重點詞匯

剪力墻───shear wall

雙語使用場景

Reinforced concrete frame structure for the five - story shear wall structure, with a total area 2627 ㎡.───結構為鋼筋混凝土框架剪力墻結構五層, 總面積2627㎡.

RC shear wall has been widely used in various structure systems.───摘要混凝土剪力墻被廣泛運用于各類結構體系中.

This building is a comprehensive building, engineering for frame shear wall structure.───該建筑是一綜合性大樓, 工程為框架剪力墻結構.

Short pier RC shear wall structure system with concealed bracings was put forward.───提出了鋼筋混凝土帶暗支撐短肢剪力墻結構體系.

After all, there is a issue that how to confirm the rigidity of shear wall.───所以這里存在著剪力墻剛度如何取值的問題.

Prefabricated shear wall and composite plate are the key components of the production cost of PC components.───預制剪力墻和疊合板建安費用是影響PC構件生產費的關鍵因素。

The frame - supported shear wall structure is a combination of frame and shear wall.───框支剪力墻結構體系是將框架結構和剪力墻結構相結合的產物.

The distribution of storey shearing force in frame - shear wall structure is discussed.───討論了框剪結構在彈性和彈塑性工作狀態下樓層剪力的分配機理.

The structural analysis, construction measurement and construction method of frame shear wall structure modification are elaborated.───闡述了框架—剪力墻結構改造中的結構分析 、 構造措施以及施工方法.

英語使用場景

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.