TECHNICAL PAPERS
Jan 1, 2008

Experimental and Theoretical Investigations of Equivalent Viscous Damping of Structures with TLCD for Different Fluids

Publication: Journal of Structural Engineering
Volume 134, Issue 1

Abstract

An experimental investigation into the passive damping properties of various fluids, including magnetorheological (MR) fluid, in a tuned liquid column damper (TLCD) is undertaken. The coefficient of head loss for different fluids used in TLCDs to reduce structural responses in single-degree-of-freedom (SDOF) structures subjected to base excitation is experimentally determined. Experimental results are used to calculate the nonlinear coefficient of head loss based on a theoretical formulation. The numerical simulations of the responses of the structure-TLCD system with various fluids used in TLCDs are validated with the experimental results. Water has traditionally been used in TLCDs although semiactive control and additional functional requirements (antifreezing) of TLCDs can be achieved with MR fluids and glycol as resident TLCD liquids, respectively. The semiactive MR-TLCD works by utilizing the ability to change the damping properties (i.e., head loss) of the MR fluid by applying a magnetic field within the TLCD. However, the effectiveness of the MR-TLCD relies upon an adequate movement of the MR fluid within the TLCD (for both tuning and damping through head loss). Hence, an investigation into the passive damping properties of an MR fluid as the residing liquid within the TLCD is imperative for semiactive MR-TLCDs to be realizable. The performances of water, glycol, and a MR fluid are compared and the merits of each of the fluids in providing adequate passive damping to the structural system are discussed. The equivalent viscous damping in the structure provided by the TLCDs using each of the fluids is obtained for both harmonic and broad banded excitations. The theoretical analysis also examines if the existing TLCD theory may be implemented to accurately describe the passive damping performance of the MR-TLCD.

Get full access to this article

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

Acknowledgments

The writers would like to gratefully acknowledge the financial support provided by Irish Research Council for Science, Engineering and Technology (IRCSET) under Grant No. UNSPECIFIEDG30052 for the research work.

References

Balendra, T., Wang, C. M., and Cheong, H. F. (1995). “Effectiveness of tuned liquid column dampers for vibration control of structures.” Eng. Struct., 17(9), 668–675.
Clough, R. W., and Penzien, J. (1976). Dynamics of structures, 2nd Ed., McGraw-Hill, New York.
Dyke, S. J., Spencer, J. B. F., Sain, M. K., and Carlson, J. D. (1996). “Modeling and control of magnetorheological dampers for seismic response reduction.” Smart Mater. Struct., 5, 565–75.
Fujino, Y., Sun, L., Pacheco, B. M., and Chaiseri, P. (1992). “Tuned liquid damper (TLD) for suppressing horizontal motion of structures.” J. Eng. Mech., 118(10), 2017–2030.
Gao, H., Kwok, K. C. S., and Samali, B. (1997). “Optimisation of tuned liquid column dampers. Engineering structures.” Eng. Struct., 19(6), 476–486.
Gao, H., Kwok, K. C. S., and Samali, B. (1999). “Characteristics of multiple tuned liquid column dampers in suppressing structural vibration.” Eng. Struct., 21, 316–331.
Ghosh, A., and Basu, B. (2004). “Seismic vibration control of short period structures using the liquid column damper.” Eng. Struct., 26(16), 1905–1913.
Hitchcock, P. A., Kwok, K. C. S., Watkins, R. D., and Samali, B. (1997). “Characteristics of liquid column vibration absorbers (LCVA)—I and II.” Eng. Struct., 19(2), 126–134.
Igusa, T., and Xu, K. (1994). “Vibration control using multiple tuned mass dampers.” J. Sound Vib., 175(4), 491–503.
ISO. (1994). Book of standards, ISO 9002, American National Standards Institute, New York.
Jansen, L. M., and Dyke, S. J. (2000). “Semiactive control strategies for MR dampers: Comparative study.” J. Eng. Mech., 126(8), 795–803.
Jung, H., Spencer, J. B. F., and Lee, I. (2003). “Control of seismically excited cable-stayed bridge employing magnetorheological fluid dampers.” J. Struct. Eng., 129(7), 873–883.
Koh, C. G., Mahatma, S., and Wang, C. M. (1995). “Reduction of structural vibrations by multiple-mode liquid dampers.” Eng. Struct., 17(2), 122–128.
Ni, Y. Q., Ying, Z. G., Wang, J. Y., Ko, J. M., and Spencer, J. B. F. (2004). “Stochastic optimal control of wind-excited tall buildings using semi-active MR-TLCDs.” Probab. Eng. Mech., 19(3), 269–277.
Reed, D., Yeh, H., Yu, J., and Gardarsson, S. (1998). “Tuned liquid dampers under large amplitude excitation.” J. Wind. Eng. Ind. Aerodyn., 74–76, 923–930.
Sakai, F., Takaeda, S., and Tamaki, T. (1989). “Tuned liquid column damper- new type device for suppression of building vibrations.” Proc., Int. Conf. on Highrise Buildings, Nanjing, China, 926–931.
Shimizu, K., and Teramura, A. (1994). “Development of vibration control system using U-shaped tank.” Proc., 1st Int. Workshop and Seminar on Behavior of Steel Structures in Seismic Areas, Timisoara, Romania.
Spencer, J. B. F., Dyke, S. J., Sain, M. K., and Carlson, J. D. (1997). “Phenomenological model of a magnetorheological damper.” J. Eng. Mech., 123(3), 230–238.
Sun, L. M., Fujino, Y., Pacheco, B. M., and Chaiseri, P. (1992). “Modelling of tuned liquid damper.” J. Wind. Eng. Ind. Aerodyn., 43(1–3), 1883–1894.
Symans, M. D., and Constantinou, M. C. (1999). “Semi-active control systems for seismic protection of structures: A state-of-the-art review.” Eng. Struct., 21, 469–487.
Tamura, Y., Fujii, K., Ohtsuki, T., Wakahara, T., and Kohsaka, R. (1995). “Effectiveness of tuned liquid dampers under wind excitation.” Eng. Struct., 17(9), 609–621.
Tamura, Y., Kohsaka, R., Nakamura, O., Miyashita, K., and Modi, V. J. (1996). “Wind-induced responses of an airport tower-efficiency of tuned liquid damper.” J. Wind. Eng. Ind. Aerodyn., 65, 121–131.
Vandiver, J. K., and Mitone, S. (1978). “Effect of liquid storage tanks on the dynamic response of offshore platforms.” Appl. Ocean. Res., 1, 67–74.
Yalla, S., and Kareem, A. (2003). “Semiactive tuned liquid column dampers: Experimental study.” J. Struct. Eng., 129(7), 960–971.
Yang, G., Spencer, J. B. F., Carlson, J. D., and Sain, M. K. (2002). “Large-scale MR fluid dampers: modelling and dynamic performance considerations.” Eng. Struct., 24(3), 309–323.
Ying, Z. G., Ni, Y. Q., and Kob, J. M. (2005). “Semi-active optimal control of linearized systems with multi-degree of freedom and application.” J. Sound Vib., 279(1–2), 373–388.
Yoshioka, H., Ramallo, J. C., and Spencer, J. B. F. (2002). “‘Smart’ base isolation strategies employing magnetorheological dampers.” J. Eng. Mech., 128(5), 540–551.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 1January 2008
Pages: 154 - 163

History

Received: Dec 30, 2004
Accepted: Nov 7, 2006
Published online: Jan 1, 2008
Published in print: Jan 2008

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Michael D. Symans

Authors

Affiliations

Shane Colwell
Graduate Student, Dept. of Civil, Structural and Environmental Engineering, Trinity College Dublin, Ireland. E-mail: [email protected]
Biswajit Basu, M.ASCE
Associate Professor, Dept. of Civil, Structural and Environmental Engineering, Trinity College Dublin, 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