shear wall信息详情
剪力墙；抗震墙，耐震壁；风力墙
shear───n.切变；v.剪（羊或其他动物的）毛；剪（头发）；（受剪切力作用而）断裂；n.(Shear)（美）希尔（人名）
shear stress───[力]剪应力；[力]剪切应力；剪应力; 切变应力; 切应力; 粘性摩擦应力
shear reduction───剪切减缩
pruning shear───修枝剪
shear zone───剪切区域；[地质]剪碎带
shear force───[力]剪力，剪切力
shear strength───切变强度
specified shear───规定剪力
wall to wall───遍地皆是
The frame-supported shear wall structure is a combination of frame and shear wall.───支剪力墙结构体系是将框架结构和剪力墙结构相结合的产物。
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。
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 main structural system of the Shandong New Museum is reinforced concrete shear wall with a spray-like steel vault on the top of it.───山东省博物馆新馆主体结构为钢筋混凝土框架-剪力墙结构，顶部为水花状钢结构穹顶。
The design method of shear wall's boundary elements is one of the problems that have not been solved perfectly.───剪力墙边缘约束构件设计方法是剪力墙结构设计中未很好解决的问题之一。
Among the girder transfer floor, transfer beam with shear wall on it, as Frame-supported Shear Wall Structure is the most familiar form.───这当中，转换梁上部托墙的结构形式，即框支剪力墙结构在高层建筑结构中最为常见。
By increasing the depth of shear wall and the ratio of reinforcement, the crack width in the wall can be controlled effectively.───增大剪力墙的厚度和墙体中的配筋率可以有效地控制裂缝宽度；
Nonlinear finite element analysis and regularity distribution study of internal force on short - shear wall structure system.───肖良丽，短肢剪力墙结构体系非线性有限元分析和内力分布规律的研究。
Short shear wall structure is a special shear wall construction to adapt to the requirements of the wall structure.───短肢剪力墙结构是适应建筑要求而形成的特殊的剪力墙结构。
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.