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Research on longitudinal collapse mode of multi-span simply-supported beam bridges of high-speed railway in high intensity seismic zone
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Zunwen LIU1, 2, Gangyi LIANG1, Xingchong CHEN1, Yongjie DENG1, Xinjing LI1
Journal of Vibration Engineering | 2025, 38(3) : 579 - 586
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Journal of Vibration Engineering | 2025, 38(3): 579-586
Research on longitudinal collapse mode of multi-span simply-supported beam bridges of high-speed railway in high intensity seismic zone
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Zunwen LIU1, 2, Gangyi LIANG1, Xingchong CHEN1, Yongjie DENG1, Xinjing LI1
Affiliations
  • 1.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China
  • 2.Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province,Lanzhou Jiaotong University,Lanzhou 730070,China
Published: 2025-03-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.03.014
Outline
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In order to clarify the collapse mode of multi-span simply-supported beam bridges of high-speed railway,a 10-span high-speed railway simply-supported beam bridge in northwest China is taken as the actual engineering background. Combined with the characteristics of double block ballastless track structure on the bridge,the track-bridge integration research model is established. The collapse mode of this kind of ballastless track bridge in high intensity earthquake zone is studied by using explicit integral method and energy method. The results show that the key parts of the destruction of high-speed railway multi-span simply-supported beam bridge mainly concentrate on the track area of the bridge expansion joint,the concrete area of the support and the support contact surface,and the bottom area of the pier. The energy ratio of the 10-span high-speed railway simply-supported beam bridge collapse discrimination is 89.33%. By coupling the track plate and the groove section at the bridge expansion joint to optimize the structural system,the integrity of the track and bridge connection is improved,so that the track at the bridge expansion joint avoids becoming the key part of the destruction at the early stage of the earthquake. The collapse time of structural system is prolonged by about 45%,and the probability of the beam falling is reduced,so that the overall collapse resistance ability of the bridge is improved.

double block ballastless track simply-supported beam bridge  /  longitudinal collapse mode  /  high intensity earthquake zone  /  display integration method  /  energy method
Zunwen LIU, Gangyi LIANG, Xingchong CHEN, Yongjie DENG, Xinjing LI. Research on longitudinal collapse mode of multi-span simply-supported beam bridges of high-speed railway in high intensity seismic zone[J]. Journal of Vibration Engineering, 2025 , 38 (3) : 579 -586 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.03.014
Year 2025 volume 38 Issue 3
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.03.014
  • Receive Date:2024-01-22
  • Online Date:2026-02-11
  • Published:2025-03-10
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History
  • Received:2024-01-22
  • Revised:2024-04-12
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Affiliations
    1.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China
    2.Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province,Lanzhou Jiaotong University,Lanzhou 730070,China
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https://castjournals.cast.org.cn/joweb/zdgcxb/EN/10.16385/j.cnki.issn.1004-4523.2025.03.014
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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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