张敏, 马玉超. 高效耗能摩擦阻尼框架随机地震响应及减震分析. 力学与实践, xxxx, x(x): 1-11. doi: 10.6052/1000-0879-23-482
引用本文: 张敏, 马玉超. 高效耗能摩擦阻尼框架随机地震响应及减震分析. 力学与实践, xxxx, x(x): 1-11. doi: 10.6052/1000-0879-23-482
Zhang Min, Ma Yuchao. Random seismic response and damping analysis of frame structures eith high-efficiency energy-consuming friction dampers. Mechanics in Engineering, xxxx, x(x): 1-11. doi: 10.6052/1000-0879-23-482
Citation: Zhang Min, Ma Yuchao. Random seismic response and damping analysis of frame structures eith high-efficiency energy-consuming friction dampers. Mechanics in Engineering, xxxx, x(x): 1-11. doi: 10.6052/1000-0879-23-482

高效耗能摩擦阻尼框架随机地震响应及减震分析

RANDOM SEISMIC RESPONSE AND DAMPING ANALYSIS OF FRAME STRUCTURES EITH HIGH-EFFICIENCY ENERGY-CONSUMING FRICTION DAMPERS

  • 摘要: 利用随机振动理论对高效耗能摩擦阻尼框架结构小震作用位移正则坐标均方差进行求解,研究了在改进Kanai-Tajimi功率谱地震激励下摩擦阻尼力对上述框架结构位移正则坐标均方差的影响;分析了摩擦阻尼器启动耗能的条件;文中还研究了小震作用下高效耗能摩擦阻尼框架结构的等效阻尼比。在此基础上,研究高效耗能摩擦阻尼框架结构对巨震作用的减震效果。

     

    Abstract: The random vibration theory is used to solve the mean square deviation of the displacement regularization coordinate of the frame structure with high-efficiency energy-consuming friction dampers under small earthquake action. The influence of friction damping force on the mean square deviation of the displacement regularization coordinate of the above frame structures under improved Kanai-Tajimi power spectrum of seismic excitation is studied; The conditions for starting energy consumption of friction dampers are analyzed; The article also studies the equivalent damping ratio of the frame structure with high-efficiency energy-consuming friction dampers. On this basis, the damping effect of the frame structure with high-efficiency energy-consuming friction dampers on giant earthquakes is studied.

     

/

返回文章
返回