Wind and Structures

Volume 42, Number 1, 2026, pages 001-21

DOI: 10.12989/was.2026.42.1.001

Damping performance evaluation of tuned liquid dampers for wind-induced vibration control of high-rise buildings

Lanfang Zhang , Zijie Zhou , Zhuangning Xie , Lele Zhang , Houjun Huang

Abstract

Tuned liquid dampers (TLDs) have received considerable attention as effective passive dynamic vibration absorbers for controlling wind-induced vibrations in high-rise buildings. However, due to the complex coupled response of the structure-TLD system, accurately evaluating the damping performance of TLD is challenging. This study proposes a method to evaluate damping performance through the coupled vibration response. First, a state space model of the structure-TLD system is built. Second, a state space technique is used to determine the state matrix of the coupled system and obtain the modal frequencies, damping ratios, and mass ratios of the bare structure and TLD. Third, damping performance is estimated by calculating the structural frequency response function before and after TLD control on the basis of the identified parameters. Last, the proposed method is validated preliminarily by using a numerical example and applied to the coupled vibration response of a 260 m high rise building and TLD system. Results show that the identified values of the modal parameters are in good agreement with the design values. The maximum absolute error of TLD damping performance estimated with the identified parameters is only 4.7% compared with the results calculated by numerical simulations. These findings fully demonstrate the accuracy of the method and the feasibility of its application to the performance evaluation of structure-TLD systems with field measurements.

Key Words

computational fluid dynamics; coupled system; damping performance; parameter identification; tuned liquid damper

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