A new type bi-directional damper using a tuned liquid column damper(TLCD) and a tuned sloshing damper(TSD) is introduced in this study. Two dampers are usually needed to reduce wind-induced responses of tall buildings since they are along and across wind ones. The proposed damper has the advantage of controlling both responses with one damper. One of objectives of this study is to derive analytical dynamics to investigate coupled effects due to TLCD and TSD. Another objective is to address the effect of coupled control force due to TLCD and TSD on the dynamic characteristic of the damper based on analytical dynamics. Shaking table test is undertaken to experimentally grasp dynamic characteristics of the damper under white noise excitation. Its dynamic characteristic is expressed by the transfer function from the shaking table acceleration to the control force generated from the damper. Finally, its design parameters are identified based on the coupled dynamics, which include the mass ratio of horizontal liquid column to total liquid for a TLCD, the participation factor of the fundamental liquid sloshing for a TSD and damping ratio for both cases.
[1]
Y. Wen.
Equivalent Linearization for Hysteretic Systems Under Random Excitation
,
1980
.
[2]
Yozo Fujino,et al.
Modelling of tuned liquid damper (TLD)
,
1992
.
[3]
Sung-Kyung Lee,et al.
Dynamic Characteristic of A Bi-dirctional Damper Using A Tuned Mass Damper and A Tuned Liquid Column Damper
,
2008
.
[4]
Michael Tait,et al.
Modelling and preliminary design of a structure-TLD system
,
2008
.
[5]
Wl L. Qu,et al.
Unified dynamic absorber design formulas for wind‐induced vibration control of tall buildings
,
1998
.
[6]
Eun-Churn Park,et al.
Dynamic Characteristics of Tuned Liquid Column Dampers Using Shaking Table Test
,
2009
.