带支撑Maxwell阻尼器耗能结构随机地震响应分析

Random seismic response analysis on take support Maxwell damper power dissipation structure

对带支撑Maxwell阻尼器单自由度耗能结构的随机地震响应进行了研究,通过建立结构运动方程,应用频域法,得到了结构位移响应方差的解析解,并给出了算例,分析了支撑对减震效果的影响,以指导实践。

This paper researched the random seismic response of taking support Maxwell damper SDOF power dissipation structure.By establishing the motion equations,application of frequency domain method,obtained the analytical solution of structural displacement response variance,and gave an example,analyzed the effect of the support,in order to guide the practice.