欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
安装抑制屈曲支撑可提高钢框架结构抗震性能,但抑制屈曲支撑布置原则对其耗能减振作用的发挥有重要影响。基于ANSYS采用弹塑性静力分析和弹塑性动力分析,基于9层Benchmark钢框架结构模型对抑制屈曲支撑三种不同布置原则对结构抗震性能的影响进行了分析。结果表明：基于支撑与框架刚度比或基于结构层间剪力分布布置支撑时结构延性较好,其中基于支撑与框架刚度比布置支撑时结构的层间位移角分布最均匀,其对提高结构体系抗侧刚度和耗能能力最为有效。因此在对抑制屈曲支撑钢框架进行设计时,宜采用基于支撑与框架刚度比布置支撑的方法。
英文摘要：
When the steel frames are installed with Buckling-Restrained Braces （BRBs）, whose aseismic performance will be improved, but the function of energy dissipation and vibration control is influenced by the layout principle of BRBs. The elastoplastic static and dynamic analysis based on ANSYS was carried out. Based on 9 storey Benchmark steel frame structure, the influence of three layout principles of BRBs on structural aseismic performance was analyzed. While the BRBs are disposed by the basis of the stiffness proportion of BRBs with steel frames and storey displacement angle distributions, the ductility performance of the steel frame with BRBs is better. If the storey displacement angles are more uniform, the stiffness and energy dissipation are larger when the BRBs are disposed based on the stiffness proportion of BRBs with steel frames. So when the steel frame with BRBs is designed, it is appropriate that the BRBs are disposed by the basis of the stiffness proportion of BRBs with the steel frame.
同期刊论文项目
同项目期刊论文
期刊信息
位置：