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Effective damping ratio enhancement effect and optimal design of tuned viscous mass damper under seismic excitations
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Hui HE1, Lin-fei HAO2, Ping TAN2, Chun-hua YOU1, Yue XIANG2
Journal of Vibration Engineering | 2024, 37(5) : 812 - 821
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Journal of Vibration Engineering | 2024, 37(5): 812-821
Effective damping ratio enhancement effect and optimal design of tuned viscous mass damper under seismic excitations
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Hui HE1, Lin-fei HAO2, Ping TAN2, Chun-hua YOU1, Yue XIANG2
Affiliations
  • 1College of Civil and Architecture Engineering, Hunan Institute of Technology, Hengyang 421002, China
  • 2School of Civil Engineering, Guangzhou University, Guangzhou 510006, China
Published: 2024-05-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.05.009
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Tuned viscous mass damper (TVMD) is widely recognized as one of the promising inerter-based devices. This study focused on investigation of the effective damping ratio enhancement effect and optimal design of TVMD for building structures under seismic excitations. The TVMD control performance for the structural inherent damping energy dissipation power was regarded as an effective damping ratio added to the primary structure. Further,a theoretical expression of the TVMD effective damping ratio was derived based on the random vibration theory. To make the application of TVMD more valuable,TVMD was expected to obtain a larger effective damping ratio compared to the viscous damper (VD) with the same damping coefficient,which was defined as the effective damping ratio enhancement effect. The effective damping ratio enhancement factor was introduced for the quantitative evaluation of the enhancement effect on the damping ratio. Both the effective damping ratio and the effective damping ratio enhancement factor were considered as optimization objectives,and a closed-form solution of TVMD optimum design parameters was therefore proposed. Analysis results showed that the proposed closed-form solution had an excellent applicability and stability. The TVMD mass ratio and damping ratio were recommended to be less than 0.3 and 0.1,respectively,for the sake of the best efficiency of the damping ratio enhancement effect. A 7-story steel benchmark model was taken as an engineering example to illustrate the TVMD optimal design process and to verify the validity and superiority of the proposed closed-form solution. It was found that the deformation of the damping element for TVMD designed by the proposed closed-form solution was amplified remarkably,demonstrating the desired effective damping ratio enhancement effect. Most importantly,compared to the traditional closed-form solution,the best advantage of the proposed closed-form solution is to ensure that TVMD control performance is better than VD with the same damping coefficient,regardless of control efficiency problem.

tuned viscous mass damper  /  effective damping ratio enhancement effect  /  effective damping ratio  /  closed-form solution
Hui HE, Lin-fei HAO, Ping TAN, Chun-hua YOU, Yue XIANG. Effective damping ratio enhancement effect and optimal design of tuned viscous mass damper under seismic excitations[J]. Journal of Vibration Engineering, 2024 , 37 (5) : 812 -821 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.05.009
Year 2024 volume 37 Issue 5
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.05.009
  • Receive Date:2022-06-11
  • Online Date:2026-02-09
  • Published:2024-05-28
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  • Received:2022-06-11
  • Revised:2022-10-09
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Affiliations
    1College of Civil and Architecture Engineering, Hunan Institute of Technology, Hengyang 421002, China
    2School of Civil Engineering, Guangzhou University, Guangzhou 510006, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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