【摘要】 对于建筑钢结构,耗能支撑的布置形式多种多样,而合理的支撑布置方式会提高建筑钢结构的抗震性能。本文建立了平面钢框架模型,采用ANSYS有限元软件进行计算,在此分析的基础上,对支撑布置方式不同的6层、12层和24层的钢框架进行地震反应时程分析,得出了耗能支撑的不同布置位置和形式对结构抗震性能的影响规律。更多还原

【Abstract】 For building steel structure,energy-consuming layout support in various forms,and reasonable layout will increase the support of the seismic performance of steel buildings.Establishment of a plane steel frame model,using ANSYS finite element software calculated on the basis of this analysis,to support the different layout of the 6 layers,12 layers and 24 layers of steel framework for time-history earthquake response analysis of consumption obtained be able to support the different arrangement of the location and form of the seismic performance of structures were investigated.更多还原