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Author:

Sun, H.-D. (Sun, H.-D..) | He, H.-X. (He, H.-X..) | Cheng, Y. (Cheng, Y..) | Gao, X.-J. (Gao, X.-J..)

Indexed by:

EI Scopus SCIE

Abstract:

In order to overcome the deficiencies of large water consumption and insufficient damping performance of the traditional tuned liquid damper (TLD), a novel tuned liquid inerter damper by combining a rack and pinion inerter device with a damping net and sloped-bottom tuned liquid damper (DNS-TLD) which is named as damping net and sloped-bottom tuned liquid inerter damper (DNS-TLID) is proposed. The damping mechanism of DNS-TLID is analyzed and the solution formula about fundamental frequency is derived, then a mechanical model of the DNS-TLID-single-degree-of-freedom (SDOF) structural system is established. A functional solution method for estimating equivalent liquid motion velocity is presented, and a simplified calculation method of the total equivalent damping ratio of DNS-TLID is proposed. The accuracy of the proposed mechanical model and the calculation formula for the total equivalent damping ratio is verified through the shaking table tests of one single-story steel frame structure. The results from both theoretical analysis and experimental investigation demonstrate that DNS-TLID can effectively achieve lightweight vibration control and significantly enhance the damping performance of structures subjected to ground motions. Compared to other types of TLDs, DNS-TLID can effectively integrate the advantages of DNS-TLD and the rack and pinion inerter device and exhibit superior performance and lightweight control effects. Thus, as a novel advanced combination damper, DNS-TLID proves to be highly applicable in engineering applications. © 2024 Elsevier Ltd

Keyword:

Damping net Inerter Tuned liquid damper Tuned damping Sloped-bottom Additional damping ratio

Author Community:

  • [ 1 ] [Sun H.-D.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [He H.-X.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Cheng Y.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Gao X.-J.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China

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Source :

Mechanical Systems and Signal Processing

ISSN: 0888-3270

Year: 2024

Volume: 213

8 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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