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Author:

Sun, Haoding (Sun, Haoding.) | He, Haoxiang (He, Haoxiang.) | Cao, Lei (Cao, Lei.) | Cheng, Yang (Cheng, Yang.)

Indexed by:

Scopus SCIE

Abstract:

PurposeTuned liquid damper (TLD) has deficiencies including high water use, low effective damping, and ineffective vibration control. Its damping ratio and vibration control performance need to be improved, and lightweight design also needs to be realized.MethodsA novel tuned liquid inerter damper (TLID), which combines a rack and gears inerter device with a TLD, is proposed. The theoretical mechanical model of TLID is established and its damping mechanisms are analyzed. The parameters for performance evaluation and the TLID optimization design procedure based on the time domain and frequency domain are presented respectively.ResultsShaking table tests and theoretical analyses show that the combination of an inerter device and TLD can enhance the liquid sloshing in the tank, increase its apparent mass and actual damping value, and a better damping control effect can be obtained.ConclusionIn comparison to the traditional TLD, TLID can achieve the goal of lightweight design and effective structural damping capacity that is superior to that of the traditional TLD with a smaller fluid mass ratio. The difference in damping performance between TLID and tuned mass inerter system (TMIS) is not significant, i.e., the choice of liquid as the mass element is also a suitable solution in practical engineering, which provides a positive idea for diversified engineering applications.

Keyword:

Apparent mass Tuned liquid damper Mass magnification effect Rack and gear inerter device Vibration control

Author Community:

  • [ 1 ] [Sun, Haoding]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [He, Haoxiang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Cheng, Yang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 4 ] [Cao, Lei]Fujian Jiangxia Univ, Engn Coll, Fuzhou 350108, Peoples R China

Reprint Author's Address:

  • [He, Haoxiang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China;;

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Source :

JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES

ISSN: 2523-3920

Year: 2025

Issue: 1

Volume: 13

2 . 7 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 11

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