Technical Notes
Apr 26, 2017

Experimental Investigations into CLCD with Identification of Tuning and Damping Effects

Publication: Journal of Structural Engineering
Volume 143, Issue 9

Abstract

In this paper, the results of an experimental investigation on the characterization of a compliant liquid column damper (CLCD) are presented to validate its tuning criterion and to establish the damping mechanism of the system. The experimentally obtained frequencies are found to be very close to those obtained from a coupled eigenvalue analysis of the CLCD model. The orifice head-loss coefficient is evaluated and thereby the CLCD damping is estimated. It is established that effective damping is provided by the oscillating liquid column through the orifice(s) even at the nonresonant liquid frequency. A SDOF structure-CLCD system is also excited experimentally. The experimentally evaluated structural response mitigation achieved by the CLCD is satisfactory and quite close to the results obtained by a simulation study.

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Acknowledgments

This study was supported by Science Foundation Ireland (SFI) under the International Strategic Cooperation Award (Grant No. SFI/12/ISCA/2493) and Department of Science and Technology (DST), Government of India (Sanction Order No. SR/S3/MERC-0017/2012). The financial support is greatly appreciated.

References

De Corte, W., Delesie, C., and Van Bogaert, Ph. (2007). “Sealed tuned liquid column dampers: A cost effective solution for vibration damping of large arch hangers.” Proc., 5th Int. Conf. on Arch Bridges, P. B. Lourenco, D. V. Oliveira, and A. Portela, eds., Universidade do Minho, Braga, Portugal, 409–416.
Ghosh, A., and Basu, B. (2004). “Seismic vibration control of short period structures using the liquid column damper.” Eng. Struct., 26(13), 1905–1913.
Ghosh, A., and Basu, B. (2006). “Compliant liquid column dampers for control of seismically excited short period structures.” Proc., 1st European Conf. on Earthquake Engineering and Seismology, Swiss Society for Earthquake Engineering and Structural Dynamics, Red Hook, NY, 1–10.
Ghosh, A., and Basu, B. (2008). “Seismic vibration control of nonlinear structures using the liquid column damper.” J. Struct. Eng., 146–153.
Gur, S., Mishra, S. K., Bhowmick, S., and Chakraborty, S. (2014). “Compliant liquid column damper modified by shape memory alloy device for seismic vibration control.” Smart Mater. Struct., 23(10105009), .
Sonmez, E., Nagarajaiah, S., Sun, C., and Basu, B. (2016). “A study on semi-active tuned liquid column dampers (sTLCDs) for structural response reduction under random excitations.” J. Sound Vibr., 362, 1–15.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 9September 2017

History

Received: Nov 24, 2015
Accepted: Dec 21, 2016
Published online: Apr 26, 2017
Published in print: Sep 1, 2017
Discussion open until: Sep 26, 2017

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Authors

Affiliations

Soumi Bhattacharyya, S.M.ASCE [email protected]
Senior Research Fellow, Dept. of Civil Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah 711103, India. E-mail: [email protected]
Aparna (Dey) Ghosh, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah 711103, India. E-mail: [email protected]; [email protected]
Biswajit Basu, M.ASCE [email protected]
Professor, Dept. of Civil, Structural and Environmental Engineering, Trinity College, Dublin, Ireland (corresponding author). E-mail: [email protected]

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