Numerical modeling of sloshing motion in a tuned liquid damper outfitted with a submerged slat screen

International Journal for Numerical Methods in Fluids

Volumn 65, Issue 7, 2011, Pages 834-855

  Maravani, Morteza ^a   Hamed, M S ^a  

^a MCMASTER UNIVERSITY   (Canada)

Author keywords

Damping device; Deformation; Finite difference; Free surface; Slat screen; Sloshing motion; Tuned liquid damper; Volume of fluid

Indexed keywords

DAMPING DEVICE; FINITE DIFFERENCE; FREE SURFACES; SLAT SCREEN; SLOSHING MOTION; TUNED LIQUID DAMPERS; VOLUME OF FLUID;

ALGORITHMS; COMPUTATIONAL FLUID DYNAMICS; DAMPING; DEFORMATION; DYNAMIC RESPONSE; LIQUID SLOSHING; NUMERICAL METHODS; SURFACES;

FLUIDS;

EID: 79551505347     PISSN: 02712091     EISSN: 10970363     Source Type: Journal    
DOI: 10.1002/fld.2216     Document Type: Article

References (57)

1. Soong TT, Dargush GF. Passive Energy Dissipation Systems in Structural Engineering. Wiley: New York, 1997.
2. Watanabe S. Methods of vibration reduction. Proceedings of Japan Naval Architects Society Symposium, Japan, 1969; 156-189.
3. Matsuuara Y, Matsumoto K, Mizuuki M, Arima K, Jouuchi H, Hayashi S. On a mean to reduce excited vibration with the sloshing in a tank. Journal of the Society of Naval Architects of Japan 1986; 160:424-432.
4. Vandiver JK, Mitone S. Effect of liquid storage tanks on the dynamic response of offshore platforms. Applied Ocean Research 1978; 1:67-74.
5. Lee SC, Reddy DV. Frequency tuning of offshore platforms by liquid sloshing. Applied Ocean Research 1982; 4:226-231.
6. Kareem A, Sun WJ. Stochastic response of structures with fluid containing appendages. Journal of Sound and Vibration 1987; 21:389-408.
7. Tamura Y, Fujii K, Sato T, Wakahara T, Kosugi M. Wind-induced vibration of tall towers and practical applications of tuned sloshing damper. Proceedings of the Workshop on Serviceability of Buildings, Ottawa, Ont., 1988; 228-241.
8. Noji T, Yoshida H, Tatsumi E, Kosaka H, Hagiuda H. Study on vibration control damper utilizing sloshing of water. Journal of Wind Engineering 1988; 37:557-566.
9. Fujii K, Tamura Y, Sato T, Wakahara T. Wind-induced vibration of tower and practical applications of tuned liquid damper. Journal of Wind Engineering and Industrial Aerodynamics 1990; 33:263-272.
10. Wakahara T. Wind-induced response of TLD-structure coupled system considering non-linearity of liquid motion. Shimizu Technical Research Bulletin 1993; 12:41-52.
11. Koh CG, Mahatma S, Wang CM. Theoretical and experimental studies on rectangular liquid dampers under arbitrary excitations. Earthquake Engineering and Structural Dynamics 1994; 23:7-31.
12. Celebi MS, Akyildiz H. Nonlinear modeling of liquid sloshing in a moving rectangular tank. Ocean Engineering 2002; 29:1527-1553.
13. Fujino Y, Pacheco BM, Chaiseri P, Fujii K. An experimental study on Tuned Liquid Damper using circular containers. Journal of Structural Engineering (JSCE) A 1988; 34:603-616.
14. Fujino Y, Pacheco BM, Chaiseri P, Sun L, Koga K. Understanding of TLD properties based on TMD analogy. Journal of Structural Engineering (JSCE) A 1990; 36:557-590.
15. Noji T, Yoshida H, Tatsumi E, Kosaka H, Hagiuda H. Study on vibration control damper utilizing sloshing of water. Journal of Wind Engineering 1988; 37:557-566.
16. Warnitchai P, Pinkaew T. Modeling of liquid sloshing in rectangular tanks with flow-dampening devices. Engineering Structures 1998; 20(7):593-600.
17. Kaneko S, Ishikawa M. Modeling of tuned liquid damper with submerged nets. Journal of Pressure Vessel Technology 1999; 121:334-341.
18. Tait M. The performance of 1-D and 2-D Tuned Liquid Dampers. Ph.D. Thesis, University of Western Ontario, London, Canada, 2004.
19. Hamelin J. The effect of screen geometry on the performance of a Tuned Liquid Damper. M.Sc. Thesis, McMaster University, 2007.
20. Cooper RM. Dynamics of liquids in moving containers. Journal of American Rocket Society 1960; 30:725-729.
21. Abramson H. The dynamic behavior of liquids in moving containers. NASA SP-106, Washington, DC, 1966.
22. Chester W. Resonant oscillations of water waves. II. Experiment. Proceedings of the Royal Society of London A 1968; 306:23-39.
23. Miles JW. Nonlinear surface waves in closed basins. Journal of Fluid Mechanics 1976; 75:419-448.
24. Clough RW, Niwa A, Clough DP. Experimental seismic study of cylindrical tanks. Journal of Structural Division (ASCE) 1978; 105:2565-2590.
25. Reed D, Jinkyu Y, Harry Y. Investigation of Tuned Liquid Dampers under large amplitude excitation. Journal of Engineering Mechanics (ASCE) 1988; 124(4):405-413.
26. El Damatty AA. Studies on the Application of Tuned Liquid Dampers (TLD) to Up-grade the Seismic Resistance of Structures. Report submitted to Institute of Catastrophic Loss Reduction, December 2001.
27. Ju YK, Yoon SW, Kim SD. Experimental evaluation o f a tuned liquid damper system. Structures and Buildings 2004; 157(4):251-262.
28. Nakayama T, Washizu K. The boundary element method applied to the analysis of two-dimensional nonlinear sloshing problems. International Journal for Numerical Methods in Engineering 1981; 17:1631-1646.
29. Nakayama T. Boundary element analysis of nonlinear water wave problems. International Journal for Numerical Methods in Engineering 1983; 19:953.
30. Ohyama T, Fujii K. A boundary element method analysis for two-dimensional nonlinear sloshing problem. Journal of Structural Engineering (JSCE) A 1989; 35:575-584.
31. Tosaka N, Sugino R. Boundary element analysis of potential flow with nonlinear free surface. Proceedings of the Fourth China-Japan Symposium on Boundary Element Methods, China, 1991; 137-144.
32. Chen W, Harou MA, Liu F. Large amplitude liquid sloshing in seismically excited tanks. Earthquake Engineering and Structural Dynamics 1996; 25:653-669.
33. Dutta S, Laha MK. Analysis of the small amplitude sloshing of a liquid in a rigid container of arbitrary shape using a low-order boundary element method. International Journal for Numerical Methods in Engineering 2000; 47:1633-1648.
34. Shimizu T, Hayama S. Nonlinear response of sloshing based on the shallow water wave theory. JSME International Journal 1987; 30(263):806-813.
35. Reed D, Jinkyu Y, Harry Y. Investigation of Tuned Liquid Dampers under large amplitude excitation. Journal of Engineering Mechanics (ASCE) 1998; 124(4):405-413.
36. Tait M, El Damatty AA, Isyumov N. Effectiveness of a 2D TLD and its numerical modeling. Journal of Structural Engineering 2005; 34:79-96.
37. Sun LM, Fujino Y, Pacheco BM, Isabe M. Nonlinear waves and dynamic pressures in rectangular TLD-simulation and experimental verification. Journal of Structural Engineering and Earthquake Engineering 1989; 6:251-262.
38. Fujino Y, Sun LM, Pacheco BM, Chaiseri P. Tuned liquid damper for suppressing horizontal motion of structures. Journal of Engineering Mechanics (ASCE) 1992; 118:2017-2030.
39. Sun LM, Fujino Y. A semi-analytical model for tuned liquid damper (TLD) with wave breaking. Journal of Fluids and Structures 1994; 8:471-488.
40. Sun LM, Fujino Y, Koga K. A model of tuned liquid damper for suppressing pitching motions of structure. Earthquake Engineering and Structural Dynamics 1995; 24:625-636.
41. Zang Y, Xue S, Kurita S. A boundary element method and spectral analysis model for small-amplitude viscous fluid sloshing in couple with structural vibrations. International Journal for Numerical Methods in Fluids 2000; 32:79-96.
42. Lepelletier TG, Raichlen F. Nonlinear oscillations in rectangular tanks. Journal of Engineering Mechanics 1988; 114:1-23.
43. Ramaswamy B, Kawahara M, Nakayama T. Lagrangian finite element method for the analysis of two-dimensional sloshing problems. International Journal for Numerical Methods in Fluids 1986; 6:659-670.
44. Floryan JM, Rasmussen H. Numerical methods for viscous flows with moving boundaries. Applied Mechanics Review 1989; 42:323.
45. Thé JL, Raithby GD, Stubley GD. Surface adaptive final volume method for solving free surface flows. Numerical Heat Transfer B 1994; 26:367-380.
46. Yamamoto K, Kawahara M. Structural oscillation control using tuned liquid damper. Computers and Structures 1999; 71:435-446.
47. Siddique MR, Hamed MS, El Damatty AA. A nonlinear numerical model for sloshing motion in tuned liquid dampers. International Journal for Numerical Methods in Heat and Fluid Flow 2004; 15(13):306-324.
48. Baines WD, Peterson EG. An investigation of flow through screens. American Society of Mechanical Engineers 1951; 73:467-480.
49. Hirt CW, Nichols BD. Volume of Fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics 1981; 399:201.
50. Torrey MD, Cloutman LD, Mjolsness RC, Hirt CW. NASA-VOF2D: a computer program for incompressible flows with free surfaces. LA-10612-MS, Los Alamos National Lab, 1985.
51. Lemos CM. Wave Breaking: A Numerical Study. Lecture Notes in Engineering. Springer: Berlin, 1992.
52. Kothe DB. Comments on modeling interfacial flows with volume of fluid methods. 65P05, Los Alamos National Laboratory, 1995.
53. Kothe DB, Rider WJ. Volume tracking of interface having surface tension in two and three dimensions. AIAA Journal 1996; 96-0859:1-25.
54. Rider WJ. Reconstructing volume tracking. Journal of Computational Physics 1998; 141:112-152.
55. Pengzhi L. A fixed grid model for simulation of moving body in free surface flows. Computers and Fluids 2007; 36:549-561.
56. Chen S, Johnson DB, Raad PE. Velocity boundary conditions for the simulation of free surface fluid flow. Journal of Computational Physics 1995; 116:262-276.
57. Philip LF, Pengzhi L. A numerical model for breaking waves: the volume of fluid method. Technical Report, University of Delaware, Center for Applied Coastal Research, 1997.