Seismic effectiveness of tuned mass dampers for damage reduction of structures

Engineering Structures

Volumn 25, Issue 1, 2003, Pages 39-46

  Pinkaew, T ^a   Lukkunaprasit, P ^a   Chatupote, P ^a  

^a CHULALONGKORN UNIVERSITY   (Thailand)

Author keywords

Damage reduction; Inelastic structures; Seismic excitations; Tuned mass dampers

Indexed keywords

BUILDINGS; COMPUTER SIMULATION; CONCRETES; DEGREES OF FREEDOM (MECHANICS); SEISMOLOGY;

SEISMIC LOADS;

CIVIL ENGINEERING;

DAMAGE; DAMPING; SEISMIC RESPONSE;

EID: 0037210471     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00115-3     Document Type: Article

References (14)

1. Full-scale measurements of acceleration response of Sydney Tower
2. Seismic effectiveness of tuned mass dampers
3. Effect of tuned mass dampers on seismic response
4. Past and future of seismic effectiveness of tuned mass dampers
5. Damped resonant appendages to increase inherent damping in buildings
6. Influence of ground motion intensity on the effectiveness of tuned mass dampers
7. Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes
8. Mechanistic seismic damage model for reinforced concrete
9. N2- A method for non-linear seismic analysis of regular buildings
10. Seismic reliability of non-linear structures with stochastic parameters by directional simulation
11. Damage-limiting aseismic design of buildings
12. Optimum absorber parameters for various combinations of response and excitation parameters