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Field test and analysis of influence factors on the dynamic characteristics of self-supporting flat arm tower crane under multiple working conditions
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Qinghua ZHANG1, Zhihao WANG1, Hui YANG2, Jinming ZHAO2, Yanwei XU1
Journal of Vibration Engineering | 2025, 38(7) : 1529 - 1537
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Journal of Vibration Engineering | 2025, 38(7): 1529-1537
Field test and analysis of influence factors on the dynamic characteristics of self-supporting flat arm tower crane under multiple working conditions
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Qinghua ZHANG1, Zhihao WANG1, Hui YANG2, Jinming ZHAO2, Yanwei XU1
Affiliations
  • 1.School of Civil Engineering and Transportation,North China University of Water Resources and Electric Power,Zhengzhou 450045,China
  • 2.China Construction Third Engineering Bureau Group Co., Ltd., Wuhan 430064,China
Published: 2025-07-10 doi: 10.16385/j.cnki.issn.1004-4523.202312006
Outline
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In order to obtain more accurate and refined dynamic characteristics of the flat boom tower crane,the field test of the dynamic response of the typical freestanding flat boom tower crane was carried out considering the influence of lifting positions,lifting heights (rope lengths) and lifting weights. The test results show that the vibration along the boom axial direction and vertical direction has good synchronization. However,the response correlation between the horizontal direction of the vertical boom and the axial and vertical direction of the tower crane boom is relatively low. The natural frequencies identified by the half-power bandwidth method and the SSI-COV method are basically the same,with the difference of lifting positions,rope lengths and lifting weights,the natural frequencies of flat boom tower crane will fluctuate around the natural frequency under no load. There are some differences in the identification results of the damping ratio between the two methods,in most working conditions,the damping ratio identified by the SSI-COV method is smaller than that identified by the half power bandwidth method. Based on orthogonal test analysis,the influence of the above factors on the natural frequency and damping ratio of the tower crane is not significant,and there is no main effect. In addition,the finite element model of the flat arm tower crane is optimized,and the frequency of the updated model is in good agreement with the test results. The boom vibration mode function under no-load condition was fitted,the amplitude distribution along the boom length exhibits an approximately linear,however,when the lifting weight appears at the end or root of the boom,the boom vibration mode may show an obvious nonliner characteristics.

flat arm tower crane  /  dynamic characteristics  /  field test  /  orthogonal test  /  finite element model updating
Qinghua ZHANG, Zhihao WANG, Hui YANG, Jinming ZHAO, Yanwei XU. Field test and analysis of influence factors on the dynamic characteristics of self-supporting flat arm tower crane under multiple working conditions[J]. Journal of Vibration Engineering, 2025 , 38 (7) : 1529 -1537 . DOI: 10.16385/j.cnki.issn.1004-4523.202312006
Year 2025 volume 38 Issue 7
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202312006
  • Receive Date:2023-12-01
  • Online Date:2026-02-09
  • Published:2025-07-10
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History
  • Received:2023-12-01
  • Revised:2024-01-28
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Affiliations
    1.School of Civil Engineering and Transportation,North China University of Water Resources and Electric Power,Zhengzhou 450045,China
    2.China Construction Third Engineering Bureau Group Co., Ltd., Wuhan 430064,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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