论文信息 - Reduced order control for wind‐induced vibrations of tall buildings

Reduced order control for wind‐induced vibrations of tall buildings

The design of a structural control system for a tall building may not be easy owing to the large number of degrees of freedom involved. Obviously, it is much easier to design a structural control system for the reduced-order system than for the full-order system. Model reduction is thus useful when control systems are implemented in civil engineering structures. A reduced-order modelling technology for vibration control of wind-excited tall buildings is presented and its performance is studied. The important issues associated with wind-induced vibrations, model condensations and reduced-order control are addressed. Finally, a numerical example, a tall building with an active tuned mass damper or a passive tuned mass damper, is given to show the efficiency of the reduced-order control technique. Copyright © 2003 John Wiley & Sons, Ltd.

Qiusheng Li

[1] R. Guyan. Reduction of stiffness and mass matrices , 1965 .

[2] Hongxing Hua,et al. A reduced‐order modeling technique for tall buildings with active tuned mass damper , 2001 .

[3] Michael J. Chajes,et al. STABILITY OF ACTIVE-TENDON STRUCTURAL CONTROL WITH TIME DELAY , 1993 .

[4] Nong Zhang,et al. Model Reduction of High-Rise Structures based on a Dynamic Condensation Method , 1996 .

[5] Ben K. Wada,et al. A readily available energy source for active vibration control in buildings , 1993 .

[6] Jann N. Yang,et al. Reduced-order H∞ and LQR control for wind-excited tall buildings , 1998 .

[7] Nong Zhang,et al. DYNAMIC CONDENSATION OF MASS AND STIFFNESS MATRICES , 1995 .

[8] Dikai Liu,et al. Decoupling control law for structural control implementation , 2001 .

[9] Dikai Liu,et al. Non-spillover control design of tall buildings in modal space , 1999 .