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Staggered shear walls structures are composed of story-deep and bay-wide discrete staggered walls along height of high-rise buildings. 摘要错列剪力墙结构是将一系列与楼层等高和开间等宽的墙板沿框架高度隔层跨布置。
staggered shear walls 错列剪力墙
staggered shear wall 隔层错跨剪力墙
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。
The shear walls are arranged in both directions (across and longitudinally). 剪力墙双向设计(横向和纵向)。
Narrator: For three days, Kratos climbed the shear walls of the mountain. 讲述者：“经过了三天三夜，克瑞托斯终于攀登到了那通体是山的神殿旁。
These methods are: diagonal braces, shear walls, and joint rigidity (frames). 这些方法有：对角撑，剪力墙，连接刚度（框架）。
The unsymmetrical arrangement of shear walls in the building cause the diaphrams to rotate and translate. 建筑物内剪力墙的非对称布置引起了楼板转动和平动。
Shear walls and the walls of the hollow box beam will be approximately 50 cm thick. 剪力墙和空心箱形梁的墙厚约50厘米。
The unsymmetrical arrangement of shear walls in the building cause the diaphragms to rotate and translate. 建筑物内剪力墙的非对称布置引起了楼板转动和平动。
The sheathing-to-framing joints are the primary influencing factors of the light wood-framed shear walls. 摘要面板钉连接是轻型木框架剪力墙受力性能的主要影响因素。
The frame should work together with shear wall in the frame-shearwall structure. 摘要框剪结构是一种常见的建筑结构形式。
The rigid arm CC is simply a statement that the "plane sections" hypothesis may be applied to the shear wall. 刚臂CC只是说明了在剪力墙中可以应用“平截面”假设。
Jeffrey Berman and Michel Bruneau, “Plastic Analysis and Design of Steel Plate Shear Walls”, Journal of Structural Engineering,ASCE, Nov 2003. 侯信逸，“低降伏强度钢剪力消能装置之耐震特性”，硕士论文，国立台湾科技大学营建工程技术研究所，台北，1999。
From the stress and crake figure of silts-wall, the deformation of shear walls was mainly bending deformation, which were similar to wall-columns. 从竖缝剪力墙的应力和裂缝分布图可以得出，剪力墙的变形主要是以弯曲变形为主，缝间墙的变形类似于壁柱。
Numerical stimulation analysis in this thesis is taken to investigate the capability of concrete shear walls strengthened with ferrocement. 本文采用数值模拟分析，对钢筋网复合砂浆加固混凝土剪力墙的性能进行研究。
The fellness of the blow staggered him. 那凶猛的一击使他站立不稳。
The drunkard staggered along the street. 那醉汉趔趄着走在街上。
A develop, emt are undertaken to derive a series of new element stiffness matrixes for column and shear wall which have rigid link or not. 为此本文着重利用稳定函数分析梁柱效应对杆单元刚度的影响,并推导出一系列带刚域或不带刚域的柱和剪力墙的新的单元刚度矩阵。
The drunk man staggered across the room. 那个醉汉摇摇晃晃地穿过房间。