作　　者： ; ; ; ;

机构地区： 清华大学土木水利学院土木工程系

出　　处： 《工程抗震与加固改造》 2006年第3期95-100,105,共7页

摘　　要： 采用钢结构加层后,结构的整体质量、刚度、周期、阻尼比等都发生较大的变化。仅对加层部分结构进行计算分析是不安全的,应进行结构的整体分析。本文采用有限元软件ANSYS,对某四层钢筋混凝土框架结构办公楼顶部加两层纯钢框架的抗震性能进行反应谱分析,并在此基础上讨论了不同加层层数的整体框架模型、不同阻尼比ζ和有侧移及无侧移框架形式对结构整体抗震性能的影响分析。计算表明,由于加层后结构周期加长,整体框架的底层层剪力变化较小。而且加层设计的同时应进行抗震加固验算,并结合实际工程的需要进行整体结构的耗能减震设计。 Significant differences are occured in the mass, stiffness, period and damp ratio after adding steel storeys on top of the original building. It is necessary to analyze the integral structure due to the unreliability of calculating the adding storeys independently. The different integral models are compared by changing the number of adding storeys , damping ratio and adopting adding storeys with or without braces on the top of the original four-storey concrete frame by finite element analysis（FEA） software ANSYS. The result presents that the total bottom shear force of the structure is varied inconspicuously as the result of the elongation of the period; meanwhile the checking of seismic reinforcement and the design of the dissipative system are necessitated according to the specific conditions of the engineering cases.

关 键 词： 钢结构加层 整体框架 底层层剪力

领　　域： [建筑科学] [建筑科学]