摘要
本文提出了ＥＲ／ＭＲ智能阻尼器对空间网壳结构地震反应半主动控制的设计计算方法。文中，在推导了ＥＲ／ＭＲ智能阻尼器杆件有限单元模型的基础上．建立了设置ＥＲ／ＭＲ智能杆件的网壳结构地震反应的运动方程，应用本文提出的局域半主动控制策略，我们得到了ＥＲ／ＭＲ智能阻尼器对空间网壳结构地震反应半主动控制的计算方法。工程实例的计算结果表明：ＥＲ／ＭＲ智能杆件是一种不会失稳的控制装置，在结构上合理布置ＥＲ／ＭＲ智能杆件和合理选取 ＥＲ／ＭＲ智能杆件的参数可获得较好的减震效果．
In this paper, a semi-active control design method of ER/MR smart damper for earthquake responses of reticulated shells is presented. By deriving finite element model of the element with ER/MR damper, the vibration equations of reticulated shells are established. Using part semi-active control strategy proposed by the paper, the calculating method of semi-active control for earthquake responses of reticulated shells is obtained. The calculating results indicate that:(1)ER/MR smart damper is a kind of c...
出处
《地震工程与工程振动》
CSCD
北大核心
2001年第S1期24-31,共8页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金资助项目(50038010)
(59978037)
关键词
ER/MR智能阻尼器
网壳结构
地震反应
半主动控制
ER/MR smart damper
reticulated shell structure
earthquake response
semi- active control
