蔡松柏 石灿琪
Cai Songbai Shi Canqi Wang Xuanmin
基于正交各划性连续化等效模型，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.
蔡松柏 石灿琪.高层框筒结构正交各向异性等效模型的解析解[J].湖南大学学报：自然科学版,1997,24(4):
