摘要
提出了一种新型摩擦阻尼器,构造简单、工作机理明确,能够提供随着位移变化而变化的摩擦力,给出了连续性滞回模型描述其力学性能,进行了新型摩擦阻尼器和普通摩擦阻尼器的非线性比较和分析,结果表明:在不同地震波作用的情况下,采用本文提出的新型摩擦阻尼器对体系位移和加速度控制效果最佳。
A new type of friction damper is proposed,which has simple structure and clear working mechanism.It can provide the friction force changing with the change of displacement.A continuous hysteretic model is given to describe its mechanical properties.The nonlinear comparison and analysis between the new type of friction damper and the common friction damper are carried out.The results show that:In the case of different seismic waves,the new friction damper proposed in this paper has the best control effect on the displacement and acceleration of the system.
作者
袁俊
王大朋
张维炎
嵇威威
YUAN Jun;WANG dapeng;ZHANG Weiyan;JI Weiwei(Zhejiang Sanjian Construction Group Co.,Ltd.,Hangzhou,Zhejiang 310016,China)
出处
《施工技术》
CAS
2020年第S01期1104-1107,共4页
Construction Technology
关键词
摩擦阻尼器
滞回模型
振动控制
抗震
friction damper
hysteretic model
vibration control
seismic resistance