欢迎光临《计算力学学报》官方网站!
 
高效耗能摩擦阻尼钢筋混凝土框架结构减震性能分析
Analysis of the seismic performance of reinforced concrete frame structures with high-efficiency energy-consuming friction dampers
投稿时间:2022-06-07  修订日期:2022-06-22
DOI:
中文关键词:  摩擦  阻尼器  减震  等效  放大  框架
英文关键词:friction  damper  damping  equivalent  amplification  frame
基金项目:
作者单位邮编
张敏 江西科技师范大学 545006
范蓓蓓 广西科技大学 545006
摘要点击次数: 30
全文下载次数: 0
中文摘要:
      本文研究了高效耗能摩擦阻尼器的减震机理。利用力学原理,分析了地震作用下高效耗能摩擦阻尼器的摩擦阻尼力放大系数,推导了设置高效耗能摩擦阻尼器结构的等效阻尼比及地震作用计算公式。在此基础上,对分别设置传统摩擦阻尼器和高效耗能摩擦阻尼器的框架结构进行了地震反应分析,结果表明,高效耗能摩擦阻尼器通过将较小的摩擦阻尼力放大可以显著降低结构地震反应,减震效果良好;利用本文给出的等效阻尼比分析得出结构顶层位移反应幅值,与阻尼等效前相应值误差不超过10%;此外,该结构楼层地震作用与无阻尼器结构相应值对比显著降低。
英文摘要:
      In this paper, the seismic damping mechanism of the high-efficiency energy-consuming friction damper (HFD) is studied. Based on the mechanics principle, the friction damping force amplification coefficient of the HFD under seismic action is analyzed, and the equivalent damping ratio and the seismic action of the structure with HFDs are derived. On this basis, the seismic response analyses of the frame structures with the conventional friction dampers and with the HFDs are carried out respectively, which shows that the HFD can significantly reduce the seismic response of the structure by amplifying the smaller frictional damping force, and have good damping effect.The seismic displacement response amplitude of the structure is obtained according to the equivalent damping ratio given in this paper, and the error does not exceed 10% compared with that of the structure with HFDs, and the seismic action of the structure floor is significantly reduced compared with that of the structure without damper.
  查看/发表评论  下载PDF阅读器
您是第10087783位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计