上部框架—下部框架剪力墙结构在水平地震作用下的变形计算与分析

he analysis of the structure is based on the knowledge of the frame-shear wall structure.The aim of analyzing the structure is to know the distortion of the structure.The common structure is shear wall structure supported on frame.This structure is different from the shear wall structure supported on frame. Thinking about this structure is based on the frame-shear wall structure. For a comprehensive analysis of the structure,the frame structure supported on the frame-shear wall is divided into the upper frame structure and the lower frame-shear wall structure under the lateral earthquake action. With the substructure method and certain references about the frame-shear wall structure ,I make a reasonable analysis of the distortion and also give the horizontal displacement formulas of the whole structure,and some figures of the horizontal displacement are given.These statistics are accurate and convenient for use when this kind of tall buildings are designed in earthquake during the preliminary design.