青年中文shear wall的意思
shear wall中文翻譯：
剪力墻；抗震墻，耐震壁；風力墻
shear───n.切變；v.剪（羊或其他動物的）毛；剪（頭發）；（受剪切力作用而）斷裂；n.(Shear)（美）希爾（人名）
shear stress───[力]剪應力；[力]剪切應力；剪應力; 切變應力; 切應力; 粘性摩擦應力
shear reduction───剪切減縮
pruning shear───修枝剪
shear zone───剪切區域；[地質]剪碎帶
shear force───[力]剪力，剪切力
shear strength───切變強度
specified shear───規定剪力
wall to wall───遍地皆是
The frame-supported shear wall structure is a combination of frame and shear wall.───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。
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。
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 main structural system of the Shandong New Museum is reinforced concrete shear wall with a spray-like steel vault on the top of it.───山東省博物館新館主體結構為鋼筋混凝土框架-剪力墻結構，頂部為水花狀鋼結構穹頂。
The design method of shear wall's boundary elements is one of the problems that have not been solved perfectly.───剪力墻邊緣約束構件設計方法是剪力墻結構設計中未很好解決的問題之一。
Among the girder transfer floor, transfer beam with shear wall on it, as Frame-supported Shear Wall Structure is the most familiar form.───這當中，轉換梁上部托墻的結構形式，即框支剪力墻結構在高層建筑結構中最為常見。
By increasing the depth of shear wall and the ratio of reinforcement, the crack width in the wall can be controlled effectively.───增大剪力墻的厚度和墻體中的配筋率可以有效地控制裂縫寬度；
Nonlinear finite element analysis and regularity distribution study of internal force on short - shear wall structure system.───肖良麗，短肢剪力墻結構體系非線性有限元分析和內力分布規律的研究。
Short shear wall structure is a special shear wall construction to adapt to the requirements of the wall structure.───短肢剪力墻結構是適應建筑要求而形成的特殊的剪力墻結構。
RC shear wall with bi - directional single row of steel bars apply to the multi - storey residential structure.
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 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.
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.
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.
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.
RC shear wall with bi - directional single row of steel bars is applicable for multistory residence building.