TECHNICAL NOTES
Dec 1, 2007

Alternative Approach to Optimal Tuning Parameter of Liquid Column Damper for Seismic Applications

Publication: Journal of Structural Engineering
Volume 133, Issue 12

Abstract

A closed-form solution for the optimum tuning ratio of a liquid column damper (LCD) that is valid for damped structures subjected to generalized seismic loading is presented. The closed-form expression is based on the extension of the theory of “fixed-point” frequencies for a classical undamped structure-mass damper system to damped structure-nonlinear LCD system. For the specific case of white noise input, the values of optimum tuning ratio have been compared with those obtained from a standard expression.

Get full access to this article

View all available purchase options and get full access to this article.

References

Balendra, T., Wang, C. M., and Cheong, H. F. (1995). “Effectiveness of tuned liquid column dampers for vibration control of towers.” Eng. Struct., 17(9), 668–675.
Den Hartog, J. P. (1956). Mechanical vibrations, McGraw–Hill, New York.
Gao, H., Kwok, K. C. S., and Samali, B. (1997). “Optimization of tuned liquid column dampers.” Eng. Struct., 19(6), 476–486.
Haroun, M. A., Pires, J. A., and Won, A. Y. J. (1994). “Hybrid liquid column dampers for suppression of environmentally-induced vibrations in tall buildings.” Proc., 3rd Conf. Tall Buildings in Seismic Regions, Los Angeles.
Ioi, T., and Ikeda, K. (1978). “On the dynamic vibration damped absorber of the vibration system.” Bull. of Japanese Society of Mech. Eng., 21(151), 64–71.
Mallik, A. K. (1990). Principles of vibration control, Affiliated East West Press Pvt. Ltd, New Delhi, India.
Min, K.-W., Kim, H.-S., Lee, S.-H., Kim, H., and Ahn, S. K. (2005). “Performance evaluation of tuned liquid column dampers for response control of a 76-story benchmark building.” Eng. Struct., 27(7), 1101–1112.
Randall, S. E., Halsted, D. M., and Taylor, D. L. (1981). “Optimum vibration absorbers for linear damped systems.” ASME J. Mech. Des., 103(4), 908–913.
Sadek, F., Mohraz, B., and Lew, H. S. (1998). “Single and multiple tuned liquid column dampers for seismic applications.” Earthquake Eng. Struct. Dyn., 27(5), 439–463.
Sakai, F., Takaeda, S., and Tamaki, T. (1991). “Tuned liquid column dampers (TLCD) for cable-stayed bridges.” Proc., Specialty Conf. Innovation in Cable-Stayed Bridges, JSCE, Fukuoka, Japan, 197–205.
Saoka, Y., Sakai, F., Takaeda, S., and Tamaki, T. (1988). “On the suppression of vibrations by tuned liquid column dampers.” Annual Meeting of JSCE, JSCE, Tokyo.
Sun, K. (1994). “Earthquake responses of buildings with liquid column dampers.” Proc., 5th U.S. National Conf. on Earthquake Engineering, Vol. II, Chicago, 411–420.
Thompson, A. G. (1981). “Optimum tuning and damping of a dynamic vibration absorber applied to a force excited and damped primary system.” J. Sound Vib., 77(3), 403–415.
Warburton, G. B. (1982). “Optimal absorber parameters for various combinations of response and excitation parameters.” Earthquake Eng. Struct. Dyn., 10(3), 381–401.
Won, A. Y. J., Pires, J. A., and Haroun, M. A. (1996). “Stochastic seismic performance evaluation of tuned liquid column dampers.” Earthquake Eng. Struct. Dyn., 25(11), 1259–1274.
Wu, J. C., Shih, M. H., Lin, Y. Y., and Shen, Y. C. (2005). “Design guidelines for tuned liquid column damper for structures responding to wind.” Eng. Struct., 27(13), 1893–1905.
Xu, Y. L., Kwok, K. C. S., and Samali, B. (1992a). “The effect of tuned mass dampers and liquid dampers on cross-wind response of tall/slender structures.” J. Wind. Eng. Ind. Aerodyn., 40(1), 33–54.
Xu, Y. L., Samali, B., and Kwok, K. C. S. (1992b). “Control of along wind response of structures by mass and liquid dampers.” J. Eng. Mech., 118(1), 20–39.
Xue, S. D., Ko, J. M., and Xu, Y. L. (2000). “Optimal performance of the TLCD in structural pitching vibration control.” J. Vib. Control, 8(5), 619–642.
Yalla, S. K., and Kareem, A. (2000). “Optimum absorber parameters for tuned liquid column dampers.” J. Struct. Eng., 126(8), 906–915.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 133Issue 12December 2007
Pages: 1848 - 1852

History

Received: Apr 14, 2005
Accepted: Jan 30, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Panos Tsopelas

Authors

Affiliations

Aparna Ghosh
Assistant Professor, Dept. of Civil Engineering, Bengal Engineering and Science Univ., Shibpur, Howrah, India.
Biswajit Basu, M.ASCE
Associate Professor, Dept. of Civil, Structural and Environmental Engineering, Trinity College, Dublin 2, Ireland (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share