摘要
介绍了自复位防屈曲支撑的构造原理,采用ANSYS有限元软件,建立了自复位防屈曲支撑滞回模型,数值分析了自复位防屈曲支撑钢框架的减振性能,得出了一些有价值的结论。
The paper introduces the component principle for the self-centering buckling-restrained brace,adopts the ANSYS finite element software,establishes the hysteretic model of the self-centering buckling-restrained brace,undertakes the numeric analysis of its vibration attenuation performance,and points out some valuable conclusion.
出处
《山西建筑》
2016年第23期38-40,共3页
Shanxi Architecture
关键词
防屈曲支撑
钢框架
复位系统
地震响应
buckling-restrained brace
steel framework
reset system
seismic response
