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摩擦耗能支撑框架结构的减震分析
引用本文:徐晓,郝文秀,李红梅,王蕾,杜光乾. 摩擦耗能支撑框架结构的减震分析[J]. 河北农业大学学报, 2007, 30(2): 97-99
作者姓名:徐晓  郝文秀  李红梅  王蕾  杜光乾
作者单位:河北农业大学,城乡建设学院,河北,保定,071001;河北农业大学,城乡建设学院,河北,保定,071001;河北农业大学,城乡建设学院,河北,保定,071001;河北农业大学,城乡建设学院,河北,保定,071001;河北农业大学,城乡建设学院,河北,保定,071001
摘    要:摩擦耗能支撑减震技术是一种行之有效的减震措施,该文利用ANSYS程序对5层摩擦耗能支撑框架、无支撑框架和普通支撑框架的地震反应进行了计算比较。结果表明:摩擦耗能支撑具有明显的减震效果,它大大降低了地震作用下结构的动力反应。

关 键 词:摩擦耗能支撑  ANSYS程序  减震效果
文章编号:1000-1573(2007)02-0097-03
修稿时间:2006-06-02

Vibration-suppresseing analysis of braced frame structures with friction energy dissipation devices
XU Xiao,HAO Wen-xiu,LI Hong-mei,WANG Lei,DU Guang-qian. Vibration-suppresseing analysis of braced frame structures with friction energy dissipation devices[J]. Journal of Agricultural University of Hebei, 2007, 30(2): 97-99
Authors:XU Xiao  HAO Wen-xiu  LI Hong-mei  WANG Lei  DU Guang-qian
Abstract:The technology of friction energy dissipating brace is effective measure in vibration suppresseing.In this paper,by ANSYS finite element program the seismic response of a five-story frame structure with friction dissipating braces is analyzed,and is compared with that of the pure frame structure without brace and the brace frame structure without friction dissipation devices.The results show that the friction energy dissipating brace has obviously vibration-suppressing effect,and decreases dynamical response of structure sharply when earthquake occurs.
Keywords:friction energy dissipating brace  ANSYS program  vibration-suppressing effect
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