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.
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