Nonlinear control of a 20-story steel building with active piezoelectric friction dampers

Structural Engineering and Mechanics

Volumn 14, Issue 1, 2002, Pages 21-38

  Chen, Chaoqiang ^a   Chen, Genda ^a  

^a Architectural and Environmental Engineering   (United States)

Author keywords

Active control; Control algorithm; Inelastic responses; Near fault effect; Piezoelectric friction damper; Seismic performance; Steel moment resisting frame

Indexed keywords

ACTUATORS; ALGORITHMS; COMPUTER SIMULATION; DAMPING; EARTHQUAKE RESISTANCE; FRICTION; NONLINEAR CONTROL SYSTEMS; PIEZOELECTRIC MATERIALS; TALL BUILDINGS;

ACTIVE CONTROL; INELASTIC RESPONSES; PIEZOELECTRIC FRICTION DAMPER; STEEL MOMENT RESISTING FRAME;

STRUCTURAL DESIGN;

EID: 0036642390     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2002.14.1.021     Document Type: Article

References (12)

1. Free and forced oscillations of a dynamic system with linear hysteretic damping (non-linear theory)
2. Behavior of piezoelectric friction dampers under dynamic loading
3. Preliminary design of piezoelectric friction dampers for reducing the seismic responses of structures
4. Optimal placement of multiple tuned mass dampers for seismic structures
5. Optimal placement of actuators for structural control
6. Second generation of active structural control in civil engineering
7. Modulated homogeneous friction: A semi-active damping strategy
8. Active vibration control of flexural-shear type frame structures with smart structures using piezoelectric actuators
9. Active control of building seismic response by energy dissipation
10. Optimal tendon configuration of a tendon control system for a flexible structure
11. Benchmark control problems for seismically excited nonlinear buildings
12. Seismic response control of cable-stayed bridges by semi-active friction damping