A hybrid mass damper system controlled by H∞ control theory for reducing bending-torsion vibration of an actual building

Earthquake Engineering and Structural Dynamics

Volumn 30, Issue 11, 2001, Pages 1639-1653

  Fujinami, Takeyoshi ^a   Saito, Yoshihito ^a   Morishita, Masayuki ^a,b   Koike, Yuji ^a   Tanida, Koji ^a  

^a MAEDA CORPORATION   (Japan)

^b IHI CORPORATION   (Japan)

Author keywords

Bending and torsion vibration; Hybrid mass damper; H control theory; Simultaneous control

Indexed keywords

CONTROL STRATEGY; EARTHQUAKE; HYBRID MASS DAMPER; JAPAN; MATERIALS; SOIL AND SOIL RELATED PHENOMENA; URBAN AREA; VIBRATION;

BENDING (DEFORMATION); DAMPING; VIBRATION CONTROL; WIND EFFECTS;

HYBRID MASS DAMPER SYSTEMS;

EARTHQUAKE RESISTANCE;

ACTIVE CONTROL; DAMPING; EARTHQUAKE ENGINEERING; SEISMIC ISOLATION; TORSION;

EID: 0035500332     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.85     Document Type: Article

References (6)

1. Application of hybrid mass damper to high-rise building (Part 1: Outline of a building and a hybrid mass damper)
2. ∞ optimal control and frequency-shaped LQG control)
3. Robust control techniques for buildings under earthquake excitation
4. H-infinity control of seismic-excited building using direct output feedback
5. ∞/μ control theory