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Study on wind vibration characteristics of rectangular concrete filled steel tube bundle wind turbine tower
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Xiang GAO1, 2, Hongchao GUO1, 2, Pinzhang GUO2, Gang LIANG1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(2) : 98 - 107
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Earthquake Engineering and Engineering Dynamics | 2024, 44(2): 98-107
Study on wind vibration characteristics of rectangular concrete filled steel tube bundle wind turbine tower
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Xiang GAO1, 2, Hongchao GUO1, 2, Pinzhang GUO2, Gang LIANG1, 2
Affiliations
  • 1.State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, China
  • 2.School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, China
doi: 10.13197/j.eeed.2024.0211
Outline
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With the development of wind power resource advantageous areas gradually saturated, the focus of wind power development has shifts to low wind speed areas with relatively poor wind resource conditions. Distributed, high power, high tower and long blades have become the trend in the wind power industry. Based on the above, a new rectangular concrete filled steel tube bundle wind turbine tower is proposed. The tower is made of rectangular concrete filled steel tube bundles, which has the advantages of high strength, rigidity and energy consumption capacity. To study the wind vibration response characteristics of this tower structure, the Kaimal pulsating wind speed power spectrum was chosen and the wind load time curve was simulated using the harmonic synthesis method to carry out the dynamic time analysis. Wind vibration coefficients and equivalent static wind loads were calculated for the tower. The results show that the maximum displacement of the top of this new tower at rated wind speed is 911.84 mm, which corresponds to a horizontal displacement angle of 1/154 and meets the code requirements. The tower components are of good strength and have a large safety margin. The wind vibration coefficient obtained by the displacement-equivalent gust load factor method is lower. Under the equivalent static wind loads calculated by the inertial wind load method, the structural displacements and basal shear forces are basically the same as those obtained from the structural random vibration analysis.

wind turbine tower  /  rectangular concrete filled steel tube bundle  /  wind-induced response  /  dynamic time history analysis  /  equivalent static wind load
Xiang GAO, Hongchao GUO, Pinzhang GUO, Gang LIANG. Study on wind vibration characteristics of rectangular concrete filled steel tube bundle wind turbine tower[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (2) : 98 -107 . DOI: 10.13197/j.eeed.2024.0211
Year 2024 volume 44 Issue 2
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Article Info
doi: 10.13197/j.eeed.2024.0211
  • Receive Date:2022-10-01
  • Online Date:2026-03-30
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  • Received:2022-10-01
  • Revised:2023-01-11
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Affiliations
    1.State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi’an University of Technology, Xi’an 710048, China
    2.School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an 710048, 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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