- 摘 要
-
朱勝蘭， 潘 文， 張津娟
（昆明理工大學建筑工程學院，昆明 650223）[摘要] 摩擦耗能支撐體系屬于結(jié)構(gòu)被動控制技術(shù)范疇，現(xiàn)已被廣泛應(yīng)用于實際工程中。主要對純框架、框架一剪力墻及耗能支撐框架結(jié)構(gòu)形式進行比較，結(jié)合反應(yīng)譜分析法與時程分析法，分析了結(jié)構(gòu)在多遇地震和罕遇地震作用下的反應(yīng)，并對三種不同形式的結(jié)構(gòu)所得的結(jié)果做了詳細的比較，得出了一些有用的結(jié)論。
[關(guān)鍵詞] 摩擦耗能支撐；結(jié)構(gòu)被動控制；反應(yīng)譜分析；時程分析
中圖分類號：TU352 文獻標識碼：A 文章編號：1002-848X(2011) S1-0238-03Comparing 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
