框架剪力墙的内力分析——三转角方程法

Analysis of Frame Shear Wall Structures by Equations of Three Rotations

1 基本方程式图1（b）为框架剪力墙的计算简图,其中相交于同层结点 x 和 x′处各剪力墙和框架梁柱杆件的杆端转角位移方程为Mx,x+1=ix+1(4θx+2θx+1-6_

This paper deals with the analysis of frame shear wall structures with the lateral loads. Based on the static equilibrium requirements and the finite-difference,the calculation formulae of three rotations are presented.The computation may be preformed with or without the aid of computer. Satisfactory results are acquired from the calculations.