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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 269
Tuned Liquid Dampers for Structural Applications: Experimental Evidence A. Baratta+, O. Corbi+ and R. Orefice*
+Department of Construction Sciences, University of Naples "Federico II", Italy
A. Baratta, O. Corbi, R. Orefice, "Tuned Liquid Dampers for Structural Applications: Experimental Evidence", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 269, 2004. doi:10.4203/ccp.79.269
Keywords: dynamics, tuned liquid dampers, experimental tests, rigid blocks, shaking table, control devices.
Summary
The rocking response of rigid bodies has attracted the interest of many researchers
all over the world [1,2,3,4,5,6,7,8],
since it is related to the possibility of predicting failures
of a wide variety of structures, due to rocking and overturning.
Therefore, even in its apparent simplicity, this may be considered an open problem, to be carefully deepened both under the experimental and numerical points of view. On the other side, the possibility of preventing collapses of structures by means of additional masses suitably tuned to the basic characteristics of the structure itself is a widely studied problem, and devices based on sloshing liquids have now recognized desirable damping properties [9,10,11,12,13]. In this paper the two features are coupled and the possibility of controlling the dynamic rocking response of standard models of rigid blocks by simple TLDs devices is investigated from an experimental point of view. For developing experimental tests, one refers to a unidirectional shaking table facility available at the Laboratory of "Scienza delle Costruzioni" of the University of Naples "Federico II". In order to evaluate the dissipation of energy due to the sloshing action of liquid in containers, some tanks filled with water at different levels are mounted on the upper surface of some rigid blocks, placed on the shaking table, with the purpose of dissipating the incoming energy. Generally speaking, one can observe that comparison between the different liquid depth levels reveal the efficiency and advantage of the liquid damper system in damping the vibrations of the structural model. In all the cases that have been tested the benefit has been found to be potentially very significant (attenuation ratio larger and also much larger than five in some cases) but some cases have been encountered where the device increases the risk (attenuation ratio smaller than one). The conclusion is that a theoretical settlement cannot be ignored and the damping device has to be carefully designed with regard to shape and entity of the sloshing liquid mass, taking into account both the excitation's character and the object's inertial properties. References
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