对欧洲规范8中偏心支撑结构设计准则的有效性进行了评估,并将根据规范得到的建筑物的地震响应与根据该文提出的修正设计方法得到的地震响应进行了对比。修正后的设计方法填补了欧洲规范8的空白。采用增量动力分析方法得到建筑物的地震响应。为确保结果的有效性,采用不同的层高和层数来模拟建立在硬土或软土地基上的建筑物。 The validity of the design criteria for eccentric support structure in Eurocode 8 was evaluated and the seismic response of the building obtained according to the specification was compared with the seismic response obtained from the modified design method proposed in this paper. The revised design method to fill the gap in European norms 8. Seismic response of buildings is obtained by incremental dynamic analysis. To ensure the validity of the results, different storeys and floors were used to simulate buildings built on hard or soft ground.