An Electrical Wave Height Measurement at Spatial Multipoint Locations in Liquid Dampers for Structural Vibration Mitigation

Liquid dampers such as tuned liquid column dampers and tuned liquid dampers have been adopted to ensure serviceability of a vibratory building subjected to wind. In order to maximize efficiency of the vibration suppression, tuning frequency of the liquid dampers is supposed to be set to the first natural frequency of the building. Therefore, experimental evaluation of the natural frequency of liquid dampers is a primal factory task prior to their installation at the building. In this study, a novel liquid height measurement system based on variable resistance in an electric field is developed for observation of vertical motion of the liquid dampers. The proposed system can simultaneously measure the liquid height of multipoint locations in the electric field. In the experimental phase, natural frequency of the liquid dampers is experimentally evaluated utilizing the developed system. The performance of the proposed system is verified by comparison with the capacitive type wavemeter.

[1]  Limin Sun,et al.  Tuned liquid damper (TLD) for suppressing horizontal motion of structures , 1992 .

[2]  Yukio Tamura,et al.  Effectiveness of tuned liquid dampers under wind excitation , 1995 .

[3]  S. Yalla,et al.  Optimum Absorber Parameters for Tuned Liquid Column Dampers , 2000 .

[4]  Yozo Fujino,et al.  Modelling of tuned liquid damper (TLD) , 1992 .

[5]  F. Smits Measurement of sheet resistivities with the four-point probe , 1958 .

[6]  F. Sakai Tuned liquid column damper-new type device for suppression of building vibration , 1989 .

[7]  B. Samali,et al.  Optimization of tuned liquid column dampers , 1997 .

[8]  G. G. Stokes "J." , 1890, The New Yale Book of Quotations.

[9]  Jong-Cheng Wu,et al.  Design guidelines for tuned liquid column damper for structures responding to wind , 2005 .

[10]  J. P. Hartog Mechanical vibration / J.P. Den Hartog , 1956 .

[11]  Franz Ziegler,et al.  Special design of tuned liquid column-gas dampers for the control of spatial structural vibrations , 2008 .

[12]  Jong-Cheng Wu,et al.  Optimal designs for non-uniform tuned liquid column dampers in horizontal motion , 2009 .

[13]  Aaas News,et al.  Book Reviews , 1893, Buffalo Medical and Surgical Journal.

[14]  Franz Ziegler The Tuned Liquid Column Damper as a Cost-Effective Alternative for the Mechanical Damper in Civil Engineering Structures , 2007 .

[15]  F. Wenner A method for measuring earth resistivity , 1915 .

[16]  Kyung-Won Min,et al.  A design procedure of two-way liquid dampers for attenuation of wind-induced responses of tall buildings , 2014 .

[17]  B. Samali,et al.  Control of Along-Wind Response of Structures by Mass and Liquid Dampers , 1992 .

[18]  Pradipta Banerji,et al.  Tuned liquid dampers for controlling earthquake response of structures , 2000 .

[19]  Ahsan Kareem,et al.  Mitigation of motions of tall buildings with specific examples of recent applications , 1999 .

[20]  Minimizing errors of four point probe measurements on circular wafers , 1967 .

[21]  L. B. Valdes,et al.  Resistivity Measurements on Germanium for Transistors , 1954, Proceedings of the IRE.

[22]  Wl L. Qu,et al.  Unified dynamic absorber design formulas for wind‐induced vibration control of tall buildings , 1998 .

[23]  Kyung-Won Min,et al.  Design and test of tuned liquid mass dampers for attenuation of the wind responses of a full scale building , 2014 .

[24]  D. Schroder Semiconductor Material and Device Characterization , 1990 .

[25]  Dorothy Reed,et al.  A non‐linear numerical model of the tuned liquid damper , 1999 .

[26]  Bijan Samali,et al.  Performance of tuned mass dampers under wind loads , 1995 .