Analysis of uniformly and linearly distributed mass dampers under harmonic and earthquake excitation

Engineering Structures

Volumn 23, Issue 7, 2001, Pages 802-814

  Park, Jaewook ^a   Reed, Dorothy ^b  

^a Skilling Ward Magnusson Barkshire Inc   (United States)

^b University of Washington   (United States)

Author keywords

Structural control; Structural dynamics

Indexed keywords

COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; DAMPING; HARMONIC ANALYSIS; SEISMOLOGY; VIBRATIONS (MECHANICAL);

LINEARLY DISTRIBUTED MASS DAMPERS;

STRUCTURAL ANALYSIS;

DAMPER; DYNAMIC ANALYSIS; SEISMIC RESPONSE;

DAMPING; DYNAMIC RESPONSE;

EID: 0035400856     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00095-X     Document Type: Article

References (9)

1. Dynamic characteristics of multiple tuned mass substructures with closely spaced frequencies
2. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations
3. Dynamic characterization of multiple tuned mass dampers and some design formulas
4. Performance of multiple mass dampers under random loading
5. Design formulas for tuned mass dampers based on a perturbation technique
6. Seismic effectiveness of tuned mass dampers
7. Effect of tuned mass dampers on seismic response
8. Rule-based control algorithm for active tuned mass dampers