朱胜兰，  潘  文，  张津娟
    （昆明理工大学建筑工程学院，昆明 650223）

[摘要] 摩擦耗能支撑体系属于结构被动控制技术范畴，现已被广泛应用于实际工程中。主要对纯框架、框架一剪力墙及耗能支撑框架结构形式进行比较，结合反应谱分析法与时程分析法，分析了结构在多遇地震和罕遇地震作用下的反应，并对三种不同形式的结构所得的结果做了详细的比较，得出了一些有用的结论。
[关键词] 摩擦耗能支撑；结构被动控制；反应谱分析；时程分析
中图分类号：TU352    文献标识码：A    文章编号：1002-848X(2011) S1-0238-03

Comparing the elastic performances of three different configurations under the earthquake
    Zhu Shenglan, Pan Wen, Zhang Jinjuan
    ( Faculty of Arclutectural Engineering, Kunming Uruversity of Science and Technology, Kunming 650223, China)

Abstract: The friction damped braced frame system, which is one of the passive control techniques, has been applied widely in civil engineering. Results for three configurations, consisting ofa moment resisting frame, affrication damped braced frame, and a frame-shear wall structure, were compared.  And associating response spectra method with time history analysis method designs structures with nonlinear damper, some useful conclusions were draw.
Keywords: friction damped braced frame; passive control of structure, response spectra method; time lustory analysis method