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Study on the form and mechanism of continuous wind uplift of large-span terminal roof under typhoon
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Lingfeng LIU1, 2, Shitang KE1, 2, Hehe REN1, 2, Hongxin WU1, 2, Wenjie LI1, 2, Wenxin TIAN1, 2
Journal of Vibration Engineering | 2025, 38(3) : 539 - 549
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Journal of Vibration Engineering | 2025, 38(3): 539-549
Study on the form and mechanism of continuous wind uplift of large-span terminal roof under typhoon
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Lingfeng LIU1, 2, Shitang KE1, 2, Hehe REN1, 2, Hongxin WU1, 2, Wenjie LI1, 2, Wenxin TIAN1, 2
Affiliations
  • 1.Department of Civil and Airport Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China
  • 2.Jiangsu Airport Infrastructure Safety Engineering Research Center,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China
Published: 2025-03-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.03.010
Outline
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The wind uncovering effect of the roof of a large-span terminal building is one of the important factors affecting its structural safety. Existing studies only consider the benign wind climate and static wind load effects,which are difficult to explain the real wind uncovering pattern and occurrence mechanism of the roof structure under the strong typhoon dynamic load. Based on WRF,CFD and LS/DYNA,this paper carries out the numerical simulation of continuous wind damage of a large-span terminal building under the action of typhoon. The wind field simulation of typhoon "Hegeby" was carried out firstly. The continuous wind uncovering process of the terminal roof under the typhoon was simulated by taking an international airport terminal building as an example,and the wind damage pattern and wind damage rate of the roof cover under different wind angles were compared and analyzed to reveal the wind damage mechanism of the large-span terminal building under the typhoon. The results show that the extreme wind pressure at the windward edge of the terminal roof is higher,and the effect of upward and downward pressure is obvious,and the maximum pressure difference coefficient is 12.41. When the critical wind speed is reached,the windward edge of the roof is partially lifted by the wind,and then the "chain effect" triggers the continuous wind damage of the roof,and the tearing direction of the roof is consistent with the incoming flow direction. The energy failure index K is given based on the law of internal energy change before and after the failure of roof units,which can be used to guide the design of large-span terminal building roofs against wind uncovering.

large-span terminal  /  continuous wind-induced damage pattern  /  typhoon  /  damage mechanism
Lingfeng LIU, Shitang KE, Hehe REN, Hongxin WU, Wenjie LI, Wenxin TIAN. Study on the form and mechanism of continuous wind uplift of large-span terminal roof under typhoon[J]. Journal of Vibration Engineering, 2025 , 38 (3) : 539 -549 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.03.010
Year 2025 volume 38 Issue 3
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.03.010
  • Receive Date:2023-02-22
  • Online Date:2026-02-11
  • Published:2025-03-10
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History
  • Received:2023-02-22
  • Revised:2023-07-18
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Affiliations
    1.Department of Civil and Airport Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China
    2.Jiangsu Airport Infrastructure Safety Engineering Research Center,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,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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