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本文提出在侧向荷载作用下高层建筑联肢剪力墙的分析.假设楼板为刚性楼板,剪力墙可以改变厚度.我们应用有限条法来分析联肢剪力墙平面结构.计算结果是满意的.与有限单元法比较具有下列优点,如输入数据简单,需用内存不多及汁算时间短.因此,有限条法适用于小型电子计算机或微型计算机.
This paper presents an analysis of high-rise building coupled shear walls subjected to lateral loads. Assuming that the floor is a rigid floor, shear walls can change thickness. We apply the finite strip method to analyze the plane structure of the joint shear walls. The calculation results are satisfactory. Compared with the finite element method has the following advantages, such as the input data is simple, requires less memory and juice time is short. Therefore, the limited strip method is suitable for small electronic computers or microcomputers.