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Study on vehicle bridge coupled vibration and support reaction force of curved steel-concrete composite box girder bridge
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Bojia SUN1, Hailong MA2, Rongxia WANG1, Dongsheng WANG1
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 137 - 147
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Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 137-147
Study on vehicle bridge coupled vibration and support reaction force of curved steel-concrete composite box girder bridge
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Bojia SUN1, Hailong MA2, Rongxia WANG1, Dongsheng WANG1
Affiliations
  • 1.School of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, China
  • 2.Hebei Capital New Airport Expressway Development Co., Ltd., Langfang 065000, China
doi: 10.13197/j.eeed.2024.0113
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Many steel-concrete composite curved box girder bridges have been built recently, while in these bridge designs, the understanding of vehicle-bridge coupled vibration was limited. Due to the effect of bending-torsion coupled under vertical loading, the change of the reaction force of the relevant support bearing has not been well solved. In this paper, based on the ABAQUS general finite element software, the horizontal curved motion of the vehicle was simulated by the method of Fourier series, which made the numerical analysis of vehicle bridge coupled vibration be possible. The numerical analysis results had verified for its accuracy with the existing experimental and theoretical ones. Taking a steel-concrete composite box girder bridge with four spans as an example, further analysis were carried out considering the influence of the support bearing force of bridge under the case of vehicle on the inside and outside lanes and superelevation . The results indicate that the outer support bearing of the other side of the box girder will appear falling, when the vehicle is driving along the inside or outside lanes of the curved girder bridge. The vehicle speed has little influence on the peak support bearing force, while the bearing separation can be alleviated by the lower vehicle speed. The superelevation has little effect on the support bearing reaction force. When the vehicle is driving along the inside lane, it will be easy to alleviate the falling of some support bearings of the outside box girder. When it is driving along the outside lane, it will aggravate the bearing separation of the inside box girder.

steel-concrete composite curved box girder bridge  /  vehicle bridge coupled vibration  /  numerical model  /  bearing separation
Bojia SUN, Hailong MA, Rongxia WANG, Dongsheng WANG. Study on vehicle bridge coupled vibration and support reaction force of curved steel-concrete composite box girder bridge[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 137 -147 . DOI: 10.13197/j.eeed.2024.0113
Year 2024 volume 44 Issue 1
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doi: 10.13197/j.eeed.2024.0113
  • Receive Date:2022-11-15
  • Online Date:2026-03-30
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  • Received:2022-11-15
  • Revised:2023-02-08
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Affiliations
    1.School of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, China
    2.Hebei Capital New Airport Expressway Development Co., Ltd., Langfang 065000, 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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