框架—剪力墙刚接体系在任意水平力作用下的三次B样条加权残值法

A Method of Weighted Residuals with B_3—Spline Functions for Analyzing the Rigid—Joint System of Frame with Shear Walls Subjected to Various Horizontal Loads

对框架─剪力墙房屋结构在任意水平力作用下进行分析时．本文不采用连续栅片的假定，而以Ｂ３样条函数结合加权残值法求解．力学模型较符合实际，文中推导出求解的一整套递推公式，并以实例计算．方法简明易算．

During analyzing the frame with shear walls subjected to various horizontal loads, we don't use the habitual hypothesis of continuous paling at present, and use the method of weighted residuals with B3-spline functions in this paper, its mechanical model tally with the actual situation, the formulas provided in paper are simple and easy calcula tion. Finally, we indicate that method in this paper are desirable by analyses of example and compared with other methods.