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TECHNICAL PAPERS

Dynamical Modeling of Deepwater-Type Cylindrical Tuned Liquid Damper With a Submerged Net

[+] Author and Article Information
Shigehiko Kaneko

Department of Mechanical Engineering, The University of Tokyo, Tokyo, Japan

Yasuo Mizota

Bridgestone Co., Ltd., Tokyo, Japan

J. Pressure Vessel Technol 122(1), 96-104 (Oct 26, 1999) (9 pages) doi:10.1115/1.556156 History: Received September 17, 1998; Revised October 26, 1999
Copyright © 2000 by ASME
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References

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Wakahara,  T., Ohyama,  T., and Fujii,  K., 1991, “Wind Response Analysis of TLD Structure System Considering Nonlinearity of Liquid Motion,” J. Struct. Constr. Eng. , AIJ, No. 426, pp. 79–88.
Hagiuda,  H., 1988, “Oscillation Control System Exploiting Fluid Force Generated by Water Sloshing,” Mitui Zosen Tech. Rev., 137, pp. 13–20.
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Yoneda,  M., Chaiseri,  P., Maeda,  K., and Fujino,  Y., 1991, “A Practical Study on Tuned Liquid Damper with Application to the Cable-Stayed Bridge Tower,” JSCE J. Struc. Eng., 37A, pp. 1019–1028.
Fujino,  Y., Pacheco,  B. M., Chaiseri,  P., and Fujii,  K., 1988, “An Experimental Study on Tuned Liquid Damper Using Circular Containers,” JSCE J. Struc. Eng., 34A, pp. 603–616.
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Chaiseri,  P., Fujino,  Y., Pacheco,  B. M., and Sun,  L. M., 1989, “Interaction of Tuned Liquid Damper (TLD) and Structure—Theory, Experimental Verification, and Application,” Struct. Eng./Earthquake Eng., 6, No. 2, pp. 273s–282s; also Proc. JSCE 410/I-12.
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Figures

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Cylindrical tank and coordinate system
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Cylindrical tank and the location of a net
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Modeling of hydraulic resistance
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Transient response amplitude of the wave elevation measured at the side wall (experimental results)
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Transient response amplitude of the wave elevation measured at the side wall (calculated results)
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Frequency response of the wave elevation (experimental and calculated results)
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Frequency response of the fluid force (experimental and calculated results)    
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Transient response of the structure equipped with a cylindrical tuned liquid damper with the net no. 2 (upward: experimental; downward:calculated results)
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Damping ratio verses initial amplitude of the structure (experimental and calculated results)

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