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Vibration suppression of beams supported by finite-depth foundation based on modified Winkler model
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Jianjun MA1, 2, Zongtong LIU1, Chaosheng WANG1, 2, Fengjun LIU1, Da LI1, 2, Xiaojuan GAO1
Earthquake Engineering and Engineering Dynamics | 2024, 44(6) : 138 - 149
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Earthquake Engineering and Engineering Dynamics | 2024, 44(6): 138-149
Vibration suppression of beams supported by finite-depth foundation based on modified Winkler model
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Jianjun MA1, 2, Zongtong LIU1, Chaosheng WANG1, 2, Fengjun LIU1, Da LI1, 2, Xiaojuan GAO1
Affiliations
  • 1.School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang 471023, China
  • 2.Engineering Technology Research Center of Safety and Protection of Buildings of Henan Province, Luoyang 471023, China
doi: 10.13197/j.eeed.2024.0613
Outline
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The elastic foundation typically exerts a suppressive effect on the vibration response of the supported structure, and the influence of the soil-structure interaction effect on the dynamic characteristics of the structure exhibits typical nonlinear energy sink characteristics. At present, more and more attention has been paid to the dynamic research of elastic foundation beams considering soil motion. Based on the modified Winkler model, the finite-depth elastic foundation is equivalent to the additional mass of the nonlinear energy sink system, and the vibration suppression effect and parameter optimization of the elastic foundation on the finite-length beam supported by it under simple harmonic excitation is conducted. The nonlinear dynamic response of a simply supported beam on an elastic foundation is analyzed using the Galerkin method, the incremental harmonic balance method, and the arc-length continuation method. Furthermore, on the basis of verifying the correctness of the theoretical results by numerical methods, through multi-parameter optimization and analysis, the suppression effect of limited range soil on the dynamic response of its supporting beam is revealed, and the optimal parameter range of nonlinear stiffness and damping of the elastic foundation is proved. The results show that by adjusting the elastic soil parameters to the optimal range by technical means, the amplitude reduction percentage of the finite-length beam can reach more than 96%, and it has a wide vibration suppression frequency band.

modified Winkler model  /  finite-length beam  /  nonlinear energy sink  /  multi-parameter optimization  /  vibration suppression
Jianjun MA, Zongtong LIU, Chaosheng WANG, Fengjun LIU, Da LI, Xiaojuan GAO. Vibration suppression of beams supported by finite-depth foundation based on modified Winkler model[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (6) : 138 -149 . DOI: 10.13197/j.eeed.2024.0613
Year 2024 volume 44 Issue 6
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doi: 10.13197/j.eeed.2024.0613
  • Receive Date:2023-08-06
  • Online Date:2026-03-30
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  • Received:2023-08-06
  • Revised:2023-09-13
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    1.School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang 471023, China
    2.Engineering Technology Research Center of Safety and Protection of Buildings of Henan Province, Luoyang 471023, 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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