سال انتشار: ۱۳۸۶
محل انتشار: اولین کنگره مشترک سیستم های فازی و سیستم های هوشمند
تعداد صفحات: ۸
A Khajekaramodin – Dept. of Civil Eng-Ferdowsi University
H Haji-kazemi – Dept. of Civil Eng-Ferdowsi University
A Rowhanimanesh – Dept. of Electrical Eng – Ferdowsi University
M-R Akbarzadeh – Dept. of Electrical Eng-Ferdowsi University
effectiveness of the NIMR is illustrated and verified using simulated response of a full-scale, nonlinear, seismically excited, 3-story benchmark building excited by several historical earthquake records. The semi-active system using the NIMR model is compared to the performance of an active and a clipped optimal control (COC) system, which are based on the same nominal controller as is used in the NIMR damper control algorithm. The results demonstrate that by using the NIMR model, the MR damper force can be commanded to follow closely the desirable optimal control force. The results also show that the control system is effective, and achieves better performance than active and COC system.