对于采用剪力墙结构的不同住宅建筑平面，结构布置都有相对合理的方式。
For different residential building planes which used shear wall structures, the structure arrangements all have relative relational styles.
通过调整结构剪力墙的厚度和间距解决了建筑平面偏长的问题，结构的刚度分布和位移反应比较合理。
By adjusting the thickness and space of the shear wall, the problem that the plane is a bit long is solved, and the rigidity distribution and displacement response are reasonable.
基于所提出的位移函数，推导出平面问题分析公式和联肢剪力墙分析公式，举出两个算例。
Formulas for analysing plane problems as well as coupled shear walls are derived and two illustrative examples are given.
湖北省图书馆新馆为框架结构，局部设置少量支撑及剪力墙，属于平面、竖向均不规则的结构。
The New Hubei Province Library mansion is a frame structure with a few braces and shear walls. It is an irregular structure both on plane and vertical direction.
借助与桁架对应的梁的剪力图和弯矩图根据两个关系式可直接求出一般平面平行弦桁架任一根杆件的轴力。
For a complanate parallel chords truss, the axial forces of a member can be solved by the shear-diagram and two simple expressions.
框架剪力墙结构亦被称为框剪结构，它对竖向布置繁杂或平面、水平荷载较大的高层建筑十分适用。
The framework of the wall structure is also known as frame structure, it is suitable for vertical layout of the complex or flat, greater horizontal load for high-rise buildings.
介绍了一种用剪力图和弯矩图求平面平行弦桁架内力的关系式，并利用截面法给出了相应的证明。
By means of the shear-diagram and the bending-diagram, the expressions of the internal forces in the members of the truss are introduced and demonstrated by the cross-section method in this paper.
该方法适用于任意平面形状的高层建筑筒体结构及剪力墙结构的稳定及二阶位移分析。
This paper combines the column shell curvilinear strip with the slab plate strip to analyse the overall stability and second-order displacement of tall tubular structures.
为了增加结构整体的抗震性能，在结构平面布置时，宜将结构上部分剪力墙落地并贯通至基础形成落地剪力墙。
In order to increase the overall structure anti-earthquake performance, structure layout, the shear wall structure on the ground and transfixion part to base form ground shear wall.
对剪力墙平面外设环梁的节点受力情况进行了有限元分析，结果表明这种节点处理措施有足够的安全性能。
Measures were given to the over-long floor and the staggered floor. A joint model of shear wall by FEM method was analyzed. The result shows that the capacity can satisfy with the design.
对剪力墙平面外设环梁的节点受力情况进行了有限元分析，结果表明这种节点处理措施有足够的安全性能。
Measures were given to the over-long floor and the staggered floor. A joint model of shear wall by FEM method was analyzed. The result shows that the capacity can satisfy with the design.
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