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结合工程设计，分析了高层轻砼框支剪力墙结构的变形特点，导出了考虑边缘构件砼及钢筋作用的结构构件屈服强度和极限强度的计算公式，编制了计算程序．对实际结构进行了多波输入地震反应的弹性和弹塑性时程计算，论述了地震波、结构构件的弹性参数等因素对变形分析的影响．还推导建立了用控制结构薄弱层层间变位方法确定落地剪力墙合理数量和框支柱截面尺寸的简化计算方法，提出了结构层刚度和层抗剪屈服强度计算公式，并通过实际工程二次设计的变形控制与验算，考察了本文方法的合理性，表明计算精度满足工程设计的需要．
Based on the engineering design, the deformation characteristics of the high-rise concrete frame shear wall structure are analyzed. The formulae for calculating the yield strength and ultimate strength of the structural components considering the effects of the edge elements and reinforcement are derived. The elastic structure and elasto-plastic time history calculation of multi-wave input seismic response are carried out on the actual structure, and the effects of seismic wave, elastic parameters of structural components on deformation analysis are discussed. In addition, a simplified calculation method for determining the reasonable number of floor shear walls and the section size of frame pillars using the method of inter-layer displacement of the weak layer of the control structure was deduced. The calculation formulas for the stiffness of the structural layer and the shear strength of the layer were proposed and adopted through the actual project. The secondary design of the deformation control and verification, investigated the rationality of the method, indicating that the calculation accuracy meets the needs of engineering design.