Evaluation of TLCD Damping Factor from FRF Measurement Due to Variation of the Fluid Viscosity

Abstract

Tuned Liquid Column Damper (TLCD) has become an alternative solution for reducing low frequency vibration response of machines and structures. This is not surprisingly that the damper has simply structure and low maintenance cost. The main disadvantage of using TLCD is the complexity in controlling TLCD damping factor experimentally. Theoretically, damping factor can be controlled by adjusting the orifice dimension. However, this method is time consuming and not appropriate conducted in the real application. A more simply method for adjusting TLCD damping factor is by varying the fluid viscosity. This research is aimed to evaluate the effect of fluid viscosity to the damper performance. Two DOF shear structure with TLCD is used as the experimental model. Several TLCD fluids with different viscosity are evaluated. Evaluation of TLCD damping factor due to variation of the fluid viscosity is conducted by comparing the Frequency Response Function (FRF) obtained from the experimental data.

References
[1] L. Son and M. Bur, Effectivity study of Double Dynamic Vibration Absorber on Building Structure due to Seismic Load, Unpublished Hibah Bersaing Research Report, Andalas University, 2013.


[2] P. Chaiviriyawong, S. Limkatanyu, and T. Pinkaew, Simulations of Characteristics of Tuned Liquid Column Damper Using An Elliptical Flow Path Estimation Method, The 14th World Conference on Earthquake Engineering, China, 2008.


[3] M. Rusli, M. Bur, and L. Son, Dynamic Vibration Absorber for Squeal Noise Suppression in Simple Model Structures, Int J Struct Stab Dyn, 15, p. 1450078, (2015)., IJSSD.


[4] A. Di Matteo, F. L. Iacono, G. Navarra, and A. Pirrota, A Novel Mathematical Model For TLCD: Theoretical and Experimental Investigations, Vulnerability, Uncertainty, and Risk@ASCE 2014.


[5] L. Son, M. Bur, and M. Rusli, (2015)., Response Reduction of Two DOF Shear Structure Using TMD and TLCD by Considering Absorber Space Limit and Fluid Motion, The 2nd International Conference on Mechanical Engineering (ICOME), Indonesia, 2015.


[6] M. Reiterer and F. Ziegler, Combined Seismic Activation of a SDOF-Building with a Passive TLCD Attached, 13th World Conference on Earthquake Engineering, (2004).


[7] J. P. Den Hartog, in Mechanical Vibrations, McGraw-Hill Book Company, New York, 4th ed edition, 1956.