摘要
对由碟形弹簧和粘弹性阻尼器组合而成的碟形弹簧竖向减震装置进行了力学性能试验研究,并以一个8层框架为例对其竖向地震响应进行了时程反应分析,计算出罕遇地震作用下结构各层的最大加速度和位移,结果表明该竖向减震装置能够起到有效减轻竖向地震动的作用。
The mechanical property test study on vertical seismic isolation system which by made up with disk spring and viscoelastic damper has been done.The vertical seismic response of eight-story frame is analyzed using time-history analysis method.The maxima of the acceleration and the displacement response between story and story are provided.It is approved that the device of disk spring can work efficiently in seismic isolation.
出处
《山西建筑》
2010年第22期72-73,共2页
Shanxi Architecture
关键词
碟形弹簧竖向减震装置
力学性能
时程分析
vertical seismic isolation device by disk spring
mechanical property
time-history analysis
