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Seismic performance comparison of different station-bridge combination systems under transverse earthquakes
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Chiyu JIAO1, 2, Hui MA3, 4, Nengwen LIU5, Yonggang QIN5, Mianzhou CHENG6
Journal of Vibration Engineering | 2025, 38(3) : 567 - 578
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Journal of Vibration Engineering | 2025, 38(3): 567-578
Seismic performance comparison of different station-bridge combination systems under transverse earthquakes
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Chiyu JIAO1, 2, Hui MA3, 4, Nengwen LIU5, Yonggang QIN5, Mianzhou CHENG6
Affiliations
  • 1.Beijing Higher Institution Engineering Research Center of Civil Engineering Structure and Renewable Material,Beijing University of Civil Engineering and Architecture,Beijing 100044,China
  • 2.Ancient Bridge Research Institute,Beijing University of Civil Engineering and Architecture,Beijing 100044,China
  • 3.Multi-Functional Shaking Tables Laboratory,Beijing University of Civil Engineering and Architecture,Beijing 100044,China
  • 4.Ningxia Engineering Co.,Ltd.,CCCC Infrastructure Maintenance Group,Yinchuan 750001,China
  • 5.Beijing Municipal Engineering Design and Research Institute Co.,Ltd.,Beijing 100082,China
  • 6.China Architecture Design and Research Institute Co.,Ltd.,Beijing 100044,China
Published: 2025-03-10 doi: 10.16385/j.cnki.issn.1004-4523.2025.03.013
Outline
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In order to compare the seismic performance of different station-bridge combination systems under transverse seismic action,this paper takes an actual station-bridge separation system as the research object,designs a station-bridge integrated system combined with the actual situation,considers the nonlinear effect of bridge piers and supports,and the nonlinear sliding friction effect between expanded foundation,gravel cushion and metro station roof. A three-dimensional nonlinear dynamic model is established by using the finite element software MIDAS/Civil,and the dynamic response and pier damage of the composite system of two different stations and bridges under the cross-bridge seismic input are studied. The results show that under the unusual seismic lateral input,compared with the station-bridge integrated system,the station-bridge separation system can prolong the structural period and effectively reduce the dynamic response of the pier bottom and the supporting column of metro station. For the two combined station-bridge systems,the internal force response of the supporting column corresponding to the position of the pier is greater than that of other ordinary supporting columns. Under the lateral seismic input of the rare earthquake,compared with the stationbridge integrated system,the station-bridge separation system appears later in the plastic state,the final damage degree is lighter,the time of the support entering the nonlinear stage is later,and the overall deformation of the bridge pier is smaller. The seismic performance of the station and bridge separation system is better under the transverse earthquake action. However,in the actual project,attention should be paid to the increase of internal force caused by the transverse frame effect of the subway support column and the limit of the bridge foundation slip.

seismic performance  /  composite system of different station-bridge  /  transverse seismic action  /  time-history analysis
Chiyu JIAO, Hui MA, Nengwen LIU, Yonggang QIN, Mianzhou CHENG. Seismic performance comparison of different station-bridge combination systems under transverse earthquakes[J]. Journal of Vibration Engineering, 2025 , 38 (3) : 567 -578 . DOI: 10.16385/j.cnki.issn.1004-4523.2025.03.013
Year 2025 volume 38 Issue 3
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2025.03.013
  • Receive Date:2023-07-28
  • Online Date:2026-02-11
  • Published:2025-03-10
Article Data
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History
  • Received:2023-07-28
  • Revised:2023-10-13
Funding
Affiliations
    1.Beijing Higher Institution Engineering Research Center of Civil Engineering Structure and Renewable Material,Beijing University of Civil Engineering and Architecture,Beijing 100044,China
    2.Ancient Bridge Research Institute,Beijing University of Civil Engineering and Architecture,Beijing 100044,China
    3.Multi-Functional Shaking Tables Laboratory,Beijing University of Civil Engineering and Architecture,Beijing 100044,China
    4.Ningxia Engineering Co.,Ltd.,CCCC Infrastructure Maintenance Group,Yinchuan 750001,China
    5.Beijing Municipal Engineering Design and Research Institute Co.,Ltd.,Beijing 100082,China
    6.China Architecture Design and Research Institute Co.,Ltd.,Beijing 100044,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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