Investigation of tuned liquid dampers under large amplitude excitation

Journal of Engineering Mechanics

Volumn 124, Issue 4, 1998, Pages 405-413

  Reed, Dorothy ^a,b   Yu, Jinkyu ^b   Yeh, Harry ^a,b   Gardarsson, Sigurdur ^b  

^a ASCE   (United States)

^b UNIVERSITY OF WASHINGTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPER; MATHEMATICAL MODELING; SHALLOW WATER EQUATION;

EID: 0031823590     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1998)124:4(405)     Document Type: Article

References (18)

1. Chorin, A. J., and Marsden, J. E. (1979). A Mathematical Introduction to Fluid Mechanics. Springer-Verlag, Inc., New York, N.Y.
2. Fediw, A. A., Breukelman, B., Morris, D. P., and Isyumov, N. (1993). "Effectiveness of a tuned sloshing water damper to reduce the wind-induced response of tall buildings." Proc., 7th U.S. National Conference on Wind Engineering, Vol. 1, Univ. of California, Los Angeles, Calif., 233-242.
3. Fujii, K., Tamura, Y, Sato, T., and Wakahara, T. (1990). "Wind-induced vibration of tower and practical applications of tuned sloshing damper." J. Wind. Eng. and Ind. Aerodyn., 33, 263-272.
4. Fujino, Y., Sun, L., Pacheco, B. M., and Chaiseri, P. (1992). "Tuned liquid damper for suppressing horizontal motion of structures." J. Engrg. Mech., ASCE, 118(10), 2017-2030.
5. Gardarsson, S., and Yeh, H. (1994). "Numerical simulations of bores using the random-choice method." Proc., 3rd UJNR Tsunami Workshop, Public Works Research Council, Ministry of Construction, Tsukuba, Japan, 13-23.
6. Glimm, J. (1965). "Solution in the large for nonlinear hyperbolic systems of equations." Commun. Pure and Appl. Math., 18, 697-715.
7. Holt, M. (1984). Numerical methods in fluid dynamics. Springer-Verlag KG, Berlin, Germany.
8. Kareem, A., and Sun, W.-J. (1987). "Stochastic response of structures with fluid-containing appendages." J. Sound and Vibration, 119(3), 389-408.
9. Koh, C. S., Mahatma, S., and Wang, C. M. (1994). "Theoretical and experimental studies on rectangular dampers under arbitrary excitations." Earthquake Engrg. and Struct. Dynamics, 23, 17-31.
10. Lamb, H. (1932). Hydrodynamics. Cambridge University Press, London, England.
11. Lax, P. D., and Wendroff, B. (1964). "Difference schemes for hyperbolic equations with high order of accuracy." Commun. on Pure and Appl. Math., 17, 381-398.
12. Lepelletier, T. G., and Raichlen, F. (1988). "Nonlinear oscillations in rectangular tanks." J. Engrg. Mech., ASCE, 114(1), 1-23.
13. Sun, L. M., Fujino, Y., Pacheco, B. M., and Chaiseri, P. (1991). "Modeling tuned liquid dampers." Proc., 8th International Conference on Wind Engineering, International Association for Wind Engineering, London, Ontario, Canada, 1883-1894.
14. Sun, L. (1991). "Semi-analytical modeling of tuned liquid damper (TLD) with emphasis on damping of liquid sloshing," PhD thesis, University of Tokyo, Tokyo, Japan.
15. Tamura, Y., Fuji, K., Sato, T., Wakahara, T., and Kosugi, M. (1988). "Wind-induced vibration of tall towers and practical applications of tuned sloshing dampers." Proc., Symposium on Serviceability of Buildings, University of Ottawa, Ottawa, Canada, 1.
16. Wakahara, T., Ohyama, T., and Fujii, K. (1992). "Suppression of wind-induced vibration of a tall building using the tuned liquid damper." J. Wind Eng. and Ind. Aerodyn., 41-44, 1895-1906.
17. Wakahara, T. (1993). "Wind-induced response of TLD-structure coupled system considering nonlinearity of liquid motion." Shimizu Tech. Res. Bull., 12, 41-52.
18. Wakahara, T., Fujino, Y., and Nomura, T. (1996). "Nonlinear sloshing analysis of a circular tuned liquid damper using the Boussinesq equation." Proc., JSCE, Tokyo, Japan, 549, 125-140.