Technical Notes
Jul 5, 2018

Nonlinear Dynamic Characteristics of Rectangular and Cylindrical TLDs

Publication: Journal of Engineering Mechanics
Volume 144, Issue 9

Abstract

The nonlinear dynamic characteristics of rectangular and cylindrical tuned liquid dampers (TLDs) were studied by the so-called regularized boundary integral method (RBIM). An artificial damping coefficient was also included to simulate the energy dissipation of liquid sloshing. The effect of the nonlinear liquid sloshing of a TLD on the response of a single-degree-of-freedom (SDOF) system called the RBIM model in this paper was especially emphasized and intensively investigated. The equivalent tuned mass damper (ETMD) model based on the linear sloshing assumption was also employed for comparison and preliminary design of TLD. The numerical results of rectangular and cylindrical TLD examples by RBIM model compared with that by ETMD model or the experimental ones were included. Generally, the RBIM model can successfully predict the effect of the nonlinear liquid sloshing on a TLD’s performance.

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References

Abramson, H. N. 1966. The dynamic behavior of liquids in moving containers with application to space vehicle technology. Washington, DC: National Aeronautics and Space Administration (NASA).
Chen, Y. H., and C. C. Chao. 2000. “Optimal damping ratio of TLCDs.” Struct. Eng. Mech. 9 (3): 227–240. https://doi.org/10.12989/sem.2000.9.3.227.
Chen, Y. H., and Y. J. Ding. 2008. “Passive, semi-active, and active tuned-liquid-column dampers.” Struct. Eng. Mech. 30 (1): 1–20. https://doi.org/10.12989/sem.2008.30.1.001.
Chen, Y. H., W. S. Hwang, and C. H. Ko. 2007. “Sloshing behaviors of rectangular and cylindrical liquid tanks subjected to harmonic and seismic excitations.” Earthquake Eng. Struct. Dyn. 36 (12): 1701–1717. https://doi.org/10.1002/eqe.713.
Chen, Y. H., W. S. Hwang, and W. H. Tsao. 2017. “Nonlinear sloshing analysis by regularized boundary integral method.” J. Eng. Mech. 143 (8): 04017046. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001255.
Den Hartog, J. P. 1956. Mechanical vibrations. 4th ed. New York: McGraw-Hill.
Di Matteo, A., F. Lo Iacono, G. Navarra, and A. Pirrotta. 2015. “Innovative modeling of tuned liquid column damper motion.” Commun. Nonlinear Sci. Numer. Simul. 23 (1–3): 229–244. https://doi.org/10.1016/j.cnsns.2014.11.005.
Fujino, Y., B. M. Pacheco, P. Chaiseri, and L. M. Sun. 1988. “Parametric studies on tuned liquid damper (TLD) using circular containers by free-oscillation experiments.” Struct. Eng. Earthquake Eng. 5 (2): 381–391.
Ibrahim, R. A. 2005. Liquid sloshing dynamics: Theory and applications. New York: Cambridge University Press.
Jeffrey, A. 2001. Advanced engineering mathematics. San Diego, CA: Harcourt Academic Press.
Jin, H., Y. Liu, and H. J. Li. 2014. “Experimental study on sloshing in a tank with an inner horizontal perforated plate.” Ocean Eng. 82: 75–84. https://doi.org/10.1016/j.oceaneng.2014.02.024.
Nayak, S. K., and K. C. Biswal. 2015. “Fluid damping in rectangular tank fitted with various internal objects-an experimental investigation.” Ocean Eng. 108: 552–562. https://doi.org/10.1016/j.oceaneng.2015.08.042.
Tait, M. J. 2008. “Modelling and preliminary design of a structure-TLD system.” Eng. Struct. 30 (10): 2644–2655. https://doi.org/10.1016/j.engstruct.2008.02.017.
You, K. P., Y. M. Kim, C. M. Yang, and D. P. Hong. 2007. “Increasing damping ratios in tuned liquid damper using damping bars.” Key Eng. Mater. 353–358 (4): 2652–2655. https://doi.org/10.4028/www.scientific.net/KEM.353-358.2652.
Zahrai, S. M., S. Abbasi, B. Samali, and Z. Vrcelj. 2012. “Experimental investigation of utilizing TLD with baffles in a scaled down 5-story benchmark building.” J. Fluids Struct. 28: 194–210. https://doi.org/10.1016/j.jfluidstructs.2011.08.016.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 9September 2018

History

Received: Nov 14, 2017
Accepted: Apr 4, 2018
Published online: Jul 5, 2018
Published in print: Sep 1, 2018
Discussion open until: Dec 5, 2018

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Authors

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Yung-Hsiang Chen [email protected]
Professor, Dept. of Civil Engineering, National Taiwan Univ., 1, Roosevelt Rd., Section 4, Taipei 106, Taiwan, R.O.C. (corresponding author) Email: [email protected]
Wei-Shien Hwang [email protected]
Professor, Dept. of Engineering Science and Ocean Engineering, National Taiwan Univ., 1, Roosevelt Rd., Section 4, Taipei 106, Taiwan, R.O.C. Email: [email protected]
Wen-Huai Tsao [email protected]
Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., 1, Roosevelt Rd., Section 4, Taipei 106, Taiwan, R.O.C. Email: [email protected]

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