框架——抗震墙的计算具有多种方法 ,如微分方程法 ,简化成壁式框架法 ,力法等。本文把框架和抗震墙的质量均在楼板高度处集中 ,框架和抗震墙分别成为多质点的“串珠”,然后 ,在楼板高度处以刚性连系梁连接 ,这样 ,框架——抗震墙的计算可简化成“双串珠模型”协同振动 Frame - seismic wall calculation with a variety of methods, such as differential equation method, simplified into the wall frame method, force method. In this paper, the quality of the frame and the seismic wall are all concentrated at the slab height. The frame and the seismic wall become multi-particle “beaded”, and then connected by rigid connecting beams at the height of the slab. Thus, the calculation of the frame-seismic wall Simplify the “double beaded model” synergistic vibration