Active multiple tuned mass dampers for structures under the ground acceleration

Earthquake Engineering and Structural Dynamics

Volumn 31, Issue 5, 2002, Pages 1041-1052

  Li, Chunxiang ^a,b   Liu, Yanxia ^a  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

^b TONGJI UNIVERSITY   (China)

Author keywords

AMTMD; ATMD; Ground acceleration; Min.Min.Max.DMF; MTMD; Optimum parameters; Vibration control

Indexed keywords

ACCELERATION; DAMPING; FEEDBACK; GAIN CONTROL;

MASS DAMPERS;

STRUCTURAL DESIGN;

DAMPING; EARTHQUAKE ENGINEERING; GROUND MOTION; STEEL STRUCTURE; STRUCTURAL RESPONSE; VIBRATION;

EID: 0036569273     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.136     Document Type: Article

References (15)

1. Dynamic characteristics of multiple substructures with closely spaced frequencies
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3. Dynamic characterization of multiple tuned mass dampers and some design formulas
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5. Performance of multiple mass dampers under random loading
6. Dynamic characteristics of structures with multiple tuned mass dampers
7. Optimum multiple tuned mass dampers for base-excited undamped system
8. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration
9. Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF
10. Structural control using active tuned mass damper
11. Optimal design of active TMD for building control
12. Control of buildings using active tuned mass dampers
13. Simple ATMD control methodology for tall buildings subject to wind loads
14. Reduced-order H∝ and LQR control for wind-excited tall buildings
15. Optimum damper characteristics of ATMD for buildings under wind loads