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Wind-induced vibration response characteristics and coefficients on inflatable membrane structures with rectangular-planed projection
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Zhao-qing CHEN1, 2, Chao WEI1, 2, Shuang WANG1, 3, Jun-bin ZHAO1, 4, Yue WU4, Ning SU5
Journal of Vibration Engineering | 2024, 37(7) : 1115 - 1125
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Journal of Vibration Engineering | 2024, 37(7): 1115-1125
Wind-induced vibration response characteristics and coefficients on inflatable membrane structures with rectangular-planed projection
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Zhao-qing CHEN1, 2, Chao WEI1, 2, Shuang WANG1, 3, Jun-bin ZHAO1, 4, Yue WU4, Ning SU5
Affiliations
  • 1School of Civil Engineering and Architecture,Northeast Electric Power University,Jilin 132012,China
  • 2Key Lab of Electric Power Infrastructure Safety Assessment and Disaster Prevention of Jilin Province,Northeast Electric Power University,Jilin 132012,China
  • 3Northeast Electric Power Design Institute Co.,Ltd.,China Power Engineering Consulting Group,Changchun 130021,China
  • 4Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education,Harbin Institute of Technology,Harbin 150090,China
  • 5Tianjin Research Institute for Water Transport Engineering of Ministry of Transport,Tianjin 300456,China
Published: 2024-07-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.07.004
Outline
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In recent years,inflatable membrane structures with rectangular planes have been widely used in large-span coal bunkers and other facilities. However,the wind-induced vibration coefficients for these structures are not provided in design standards. In this paper,the wind loads on inflatable membrane structures with rectangular planes for typical rise-span ratios are obtained through wind tunnel tests. The wind-induced responses are calculated via a nonlinear dynamic time-history analysis method. The influences of different parameters such as wind velocity,wind direction,span,rise-span ratio,and internal pressure on the deformations and extreme responses are investigated. The results show that the mean structural deformation is characterized as concave on the windward and leeward regions and convex on the top and side regions. The spatial distributions of extreme responses are significantly influenced by the structural parameters and wind directions. Additionally,the wind-induced responses are positively correlated with the spans and rise-span ratios. The structural wind resistant performance can be strengthened by enhancing internal pressure to some extent. The internal pressure is recommended between 400 and 500 Pa. The wind-induced vibration coefficients of displacement and stress are provided for engineering reference.

inflatable membrane structure  /  wind tunnel test  /  wind-induced vibration response  /  wind-induced vibration coefficient
Zhao-qing CHEN, Chao WEI, Shuang WANG, Jun-bin ZHAO, Yue WU, Ning SU. Wind-induced vibration response characteristics and coefficients on inflatable membrane structures with rectangular-planed projection[J]. Journal of Vibration Engineering, 2024 , 37 (7) : 1115 -1125 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.07.004
Year 2024 volume 37 Issue 7
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.07.004
  • Receive Date:2022-10-12
  • Online Date:2026-02-12
  • Published:2024-07-28
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History
  • Received:2022-10-12
  • Revised:2022-12-10
Funding
Affiliations
    1School of Civil Engineering and Architecture,Northeast Electric Power University,Jilin 132012,China
    2Key Lab of Electric Power Infrastructure Safety Assessment and Disaster Prevention of Jilin Province,Northeast Electric Power University,Jilin 132012,China
    3Northeast Electric Power Design Institute Co.,Ltd.,China Power Engineering Consulting Group,Changchun 130021,China
    4Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education,Harbin Institute of Technology,Harbin 150090,China
    5Tianjin Research Institute for Water Transport Engineering of Ministry of Transport,Tianjin 300456,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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