双肢剪力墙分析的奇异函数法

应用奇异函数描述连梁对墙肢的作用力，从而得到连续的墙肢位移函数，以连梁剪力为未知量建立变形协调方程，再由递推公式求解未知剪力。采用上述方法求解不需对连梁作连续化处理，可直接求出剪力墙内力，位移、该方法具有简单，明确的特点。

ANALYSIS OF COUPLED SHEAR WALLS BY THE METHOD OF SINGULARITY FUNCTION

Singularity functions are used to describe the redundant load on walls caused by a lintel beam. Thus, a continuous deflection of shear wall is obtained. The equations of compatibility are built with the unknown quantities of lintel beam's shear forces. And the unknown shear forces are solved by recurrent formulas. Without the use of the continuum technique, the method, being simple and explicit, can derive forces and displacements of shear walls directly.