高层框筒结构正交各向异性等效模型的解析解

Analytical Solution for Equivalent Orthotropic Plane Stress Continuous Medium Model of Tall Frame Shear Wall Structures

基于正交各向异性连续化等效模型，将高层框筒结构转换成弹性力学平面应力平板组合结构，并采用应力函数法获得了解析解．

The analytical solution for the internal forces and displacements of the tall frame shear wall structures is obtained by employing the plane stress theory of orthotropic continuous medium.