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。
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.
出处
《河北农业大学学报》
CAS
CSCD
北大核心
2007年第2期97-99,共3页
Journal of Hebei Agricultural University
关键词
摩擦耗能支撑
ANSYS程序
减震效果
friction energy dissipating brace
ANSYS program
vibration-suppressing effect