框架─剪力墙结构水平荷载的内力位移分析

Internal Force and Displacement Analysis of Framed Shear-wall Structure at Horizontal Load

根据侧移法的基本假定水平荷载作用下，框架—剪力墙铰结成链杆联结的受力体系，建立其微分方程，推导出内力与位移的传导矩阵解，其数学模型易于计算机程序实现．

Based on the basic assumption of side way method,the differential equation of force system of horizontal load on framed shear-wall joined with hinged bar is established. The transmission matrix solutions of internal force and displacement are deduced.The mathematical model is easier for computer programming.