【摘要】 把框架简化为剪力梁 ,把剪力墙简化剪弯梁 ,通过刚性连杆铰接两体系 ,得到本论文的计算模型。依次对层结点施加一单位水平力 ,用层间力学平衡方程求出层间倾角 ,计算出层间水平位移 ,从而得到框——剪结构的柔度矩阵。并通过对动力析算分例结果的分析 ,讨论了这种简化的精度和适用范围更多还原

【Abstract】 In this paper,the frame is simplifide as shear beam with bending deflection,the shear wall is simpilfied as shear and flexural beam with shear and stain deflection.Streucture model is gained from rigidity shaft connecting frame and shear wall structures.Impose a unit horizontal force on interstorey joint in turn,as a result of intrestorey force equivelence Eq.,interstorey angle and sfotness matrix of frame-shear wall structure are achieved.After analyzing a few examples results,accuracy and fitness are talked about.更多还原