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Longitudinal seismic response of long-span arch bridge-track system of high-speed railway
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Bin YAN1, 2, Hexin FU1, Jianghao TIAN1, Xiaobin CHEN1, 2
Journal of Vibration Engineering | 2025, 38(5) : 1099 - 1105
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Journal of Vibration Engineering | 2025, 38(5): 1099-1105
Longitudinal seismic response of long-span arch bridge-track system of high-speed railway
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Bin YAN1, 2, Hexin FU1, Jianghao TIAN1, Xiaobin CHEN1, 2
Affiliations
  • 1.School of Civil Engineering, Central South University,Changsha 410075,China
  • 2.National Engineering Research Center of High-speed Railway Construction Technology,Changsha 410075,China
Published: 2025-05-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.05.021
Outline
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To analyze the seismic response of different forms of long-span arch bridge-track systems, four different forms of arch bridges, namely 112 m basket handle arch bridge, 140 m steel box tied arch bridge, (24+160+24) m tied arch bridge and (52+382+52) m steel box arch bridge, are used as examples. The study revealed the dynamic characteristics of long-span arch bridge-track systems under seismic action and explored the effects of seismic waves, seismic intensity, and traveling wave speed on the seismic response. The results show that the stress envelope of the rail under seismic uniform excitation is antisymmetrically distributed, with the maximum value appearing near the end of the beam and the maximum axial force of the arch rib at the arch foot. There are large differences in the dynamic characteristics of the system under different spectral characteristics of seismic wave excitation. The change in seismic intensity mainly affects the rail stress near the end of the beam, and has less effect on the middle beam section. The traveling wave effect has a significant impact on the seismic response, with a significant increase in the axial force of the arch rib. The maximum stress in the rail increases by 149.2% compared to the seismic uniform excitation, and the longitudinal force in the rail at the middle of the span increases significantly, up to 503.4 MPa. Furthermore, the stress in the rail is greater when the apparent wave speed is smaller. Similarily, the stress on the rail increases as the traveling wave speed decreases. As the traveling wave speed increases, the stress distribution on the rail gradually approaches that of consistent excitation.

seismic response  /  track engineering  /  arch bridge  /  continuously welded rail  /  travelling wave effect
Bin YAN, Hexin FU, Jianghao TIAN, Xiaobin CHEN. Longitudinal seismic response of long-span arch bridge-track system of high-speed railway[J]. Journal of Vibration Engineering, 2025 , 38 (5) : 1099 -1105 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.05.021
Year 2025 volume 38 Issue 5
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.05.021
  • Receive Date:2023-04-06
  • Online Date:2026-02-12
  • Published:2025-05-10
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History
  • Received:2023-04-06
  • Revised:2023-09-13
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    1.School of Civil Engineering, Central South University,Changsha 410075,China
    2.National Engineering Research Center of High-speed Railway Construction Technology,Changsha 410075,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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