摘要
通过将单质点结构附加金属阻尼器的方式研究金属阻尼器在参数改变时的减震效果变化。通过对金属阻尼器抗侧刚度k_d、屈服位移u_(dy)和屈服强度F_d的改变来研究金属阻尼器参数以及地震加速度峰值对金属阻尼器减震效果的影响。
In this paper,the damping effect of metal damper in parameter change is studied by adding metal damper to single particle structure.The effects of metal damper parameters and seismic acceleration peaks on the damping effect of metal dampers are studied by changing the lateral damper stiffness k d,yielding displacement u dy and yielding strength F d of the metal damper.
作者
侯逸冰
严焱
张新钰
Hou Yibing;Yan Yan;Zhang Xinyu(Jiangsu University of Science and Technology,Zhenjiang 212000,China)
出处
《山西建筑》
2019年第4期51-52,共2页
Shanxi Architecture
关键词
金属阻尼器
刚度
屈服位移
反应值
metal damper
stiffness
yield displacement
reaction value
