Optimal placement of multiple tune mass dampers for seismic structures

Journal of Structural Engineering

Volumn 127, Issue 9, 2001, Pages 1054-1062

  Chen, G ^a   Wu, J ^a  

^a Missouri University of Science and Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE EFFECTS; IMPULSE RESPONSE; NUMERICAL ANALYSIS; OSCILLATORS (ELECTRONIC); RANDOM PROCESSES; TALL BUILDINGS; TIME SERIES ANALYSIS; VIBRATION CONTROL;

TUNE MASS DAMPERS (TMD);

DAMPING;

EID: 0035450965     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:9(1054)     Document Type: Article

References (17)

1. Dynamic characterization of multiple tuned mass dampers and some design formulas
2. Tuned mass dampers for structures with closely spaced natural frequencies
3. Optimal controller placement in modal control of complex systems
4. Multi-stage tuned mass dampers
5. The past and future of seismic effectiveness of tuned mass dampers
6. Multiple passive tuned mass dampers for reducing earthquake induced building motion
7. Vibration control using multiple tuned mass dampers
8. Performance of multiple mass dampers under random loading
9. Optimal tuned mass dampers for buildings
10. Tuned mass dampers for buildings
11. Optimum absorber parameters for various combinations of response and excitation parameters
12. Minimal structural response under random excitation using the vibration absorber
13. Dynamic characteristics of multiple substructures with closely-spaced frequencies