Optimum design of active/passive control devices for tall buildings under earthquake excitation

Structural Design of Tall Buildings

Volumn 11, Issue 2, 2002, Pages 109-127

  Xu, Y L ^a   Teng, J ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; DAMPING; EARTHQUAKE RESISTANCE; GAIN CONTROL; NUMERICAL METHODS; PERFORMANCE; RICCATI EQUATIONS; STIFFNESS MATRIX; VIBRATION CONTROL;

EARTHQUAKE EXCITATION; LINEAR QUADRATIC PERFORMANCE INDEX; MINIMUM ERROR PRINCIPLE; SEISMIC RESPONSE;

TALL BUILDINGS;

EID: 0036605662     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.193     Document Type: Article

References (11)

1. Optimal placement of passive dampers on seismic and wind-excited buildings using combinatorial optimization
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3. Optimal placement of actuators for structural control
4. Optimum design of absorber for MDOF structures
5. Structural Control: Past, Present and Future
6. On the determination of the optimal constant output feedback gains for linear multivariable systems
7. Controlling buildings: A new frontier in feedback
8. Control devices optimal installment for the new vibration control system of multi-structure connection
9. Optimal placement of energy dissipation devices for three-dimensional structures
10. Seismic design of viscoelastic dampers for structural application