传统的弯矩分配法只适用于计算结点无线位移的结构,如刚性支座连续梁。对于有结点线位移的结构,用分配法的概念和传统的方法来计算总是麻烦的。其原因就是要反复分配弯矩和剪力。而弯矩和剪力之间存在着 The traditional moment distribution method is only applicable to the calculation of the wireless displacement of the node structure, such as a rigid bearing continuous beam. For structures with node-line displacements, it is always troublesome to use the concept of the distribution method and the traditional method. The reason for this is the repeated distribution of bending moments and shear forces. And between the moment and shear