摘要
提出了基于现代最优控制理论的半主动控制算法，通过对一装有５个磁流变阻尼器的７层框架结构的地震反应分析表明，基于两种主动控制算法的所提半主动控制律是非常有效的。
In this paper, the semi-active control algorithm based on the theory of modern optimal control is established. The seismic responses of a seven stories frame structure with five MR dampers are analyzed, and the results illustrate that the semi-active control law based on two kinds of active control algorithms is very effective.
出处
《世界地震工程》
CSCD
2000年第3期95-100,共6页
World Earthquake Engineering
关键词
半主动磁流变阻控制
控制算法
控制律
结构
send-active magnetorheological damping control
control algorithm
control law
