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Optimal design of an inerter dynamic vibration absorber for control of a lifting platform considering SSI effect
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Jue WANG1, 2, Ying ZHANG1, Su HUANG3, Huiran YE1, Ke SHAN1
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 214 - 224
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Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 214-224
Optimal design of an inerter dynamic vibration absorber for control of a lifting platform considering SSI effect
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Jue WANG1, 2, Ying ZHANG1, Su HUANG3, Huiran YE1, Ke SHAN1
Affiliations
  • 1.College of Mechanical and Electrical Engineering, Hohai University, Changzhou 213022, China
  • 2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
  • 3.Saic Volkswagen Automotive Co., Ltd., Shanghai 310000, China
doi: 10.13197/j.eeed.2024.0121
Outline
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When the lifting platform works at heights in the outside field, river beach and other environments, the dynamic interaction between the soft soil and outriggers of lifting platform will change the dynamic characteristics of the lifting platform system. In this paper, three dynamic models of lifting platform, which are incorporated with three different inerter dynamic vibration absorber (I-DVA) systems defined as SIS, SPIS-1 and SPIS-2, are presented with the consideration of soil-structure interaction. The expression of the amplification factor and the displacement mean square value of the operating platform is derived under harmonic and random force excitation, respectively. The optimal stiffness ratios and damping ratios of the I-DVAs are obtained based on H and H2 optimization criteria by genetic algorithm in terms of three different soil foundations. The vibration reduction performance of three I-DVA systems is evaluated under the conditions of their optimal design parameters. The numerical studies show that: SPIS-2 performs the most effective vibration reduction, which not only suppress the resonance amplitude of the lifting platform, but also widen the frequency bandwidth. The soil-structure interaction can reduce the amplification factor under harmonic excitation and the mean square value under random excitation of the operating platform. The soil-structure interaction influences the optimal design parameters of the inerter systems insignificantly under harmonic and random excitation. Therefore, some empirical formulations of the optimal parameters for I-DVAs are fitted in order to provide reference for the vibration reduction design of lifting platform.

lifting platform  /  SSI effect  /  inerter dynamic vibration absorber  /  parameter optimization  /  empirical formula
Jue WANG, Ying ZHANG, Su HUANG, Huiran YE, Ke SHAN. Optimal design of an inerter dynamic vibration absorber for control of a lifting platform considering SSI effect[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 214 -224 . DOI: 10.13197/j.eeed.2024.0121
Year 2024 volume 44 Issue 1
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Article Info
doi: 10.13197/j.eeed.2024.0121
  • Receive Date:2022-10-24
  • Online Date:2026-03-30
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  • Received:2022-10-24
  • Revised:2023-03-16
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Affiliations
    1.College of Mechanical and Electrical Engineering, Hohai University, Changzhou 213022, China
    2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
    3.Saic Volkswagen Automotive Co., Ltd., Shanghai 310000, 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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