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Author:

Sun, Hao-ding (Sun, Hao-ding.) | He, Hao-xiang (He, Hao-xiang.) | Cheng, Yang (Cheng, Yang.) | Gao, Xiao-jian (Gao, Xiao-jian.)

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 DNSTLID-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.

Keyword:

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

Author Community:

  • [ 1 ] [Sun, Hao-ding]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [He, Hao-xiang]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 ] [Gao, Xiao-jian]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [He, Hao-xiang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R 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:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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