高层建筑双肢剪力墙的二阶分析
Second Qrder Analysis of Coupled shear walls
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摘要: 本文提出了双肢剪刀墙的二阶分析方法。首先利用连续化的概念,导出双肢墙在水平及竖向荷载共同作用下的基本微分方程,然后用有限差分法对导出的基本微分方程进行数值求解,并把计算结果与一阶分析的结果进行了比较。Abstract: In this paper, a second order analysis procedure is presented for the analysis of coupled shear walls under lateral and vertical Loads, Based on the continuum technique, the governing differential equalion is derived. The finite difference method is used to solve the governing differential equation. For this purpose, a computer program has been compiled and several numerical examples have been worked out. The results are compared with those found out by first order technique.