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Dong R，Jing L P，Shan Z D，Li Y D. 2022. Numerical simulation of coupling failure between subway station and cross bridge. Acta Seismologica Sinica，44（1）：50−59. DOI: 10.11939/jass.20210078
Citation: Dong R，Jing L P，Shan Z D，Li Y D. 2022. Numerical simulation of coupling failure between subway station and cross bridge. Acta Seismologica Sinica，44（1）：50−59. DOI: 10.11939/jass.20210078
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Numerical simulation of coupling failure between subway station and cross bridge

  • 1.

    Key Laboratory of Earthquake Engineering and Engineering Vibration，Institute of Engineering Mechanics，China Earthquake Administration，Harbin 150080，China

  • 2.

    Key Laboratory of Earthquake Disaster Mitigation，Ministry of Emergency Management，Harbin 150080，China

  • 3.

    Institute of Disaster Prevention，Hebei Langfang 065201，China

  • 4.

    Earthquake Engineering Research & Testing Center，Guangzhou University，Guangzhou 510405，China

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  • Received Date: May 21, 2021
  • Revised Date: July 12, 2021
  • Available Online: January 17, 2022
  • Published Date: March 17, 2022
    Graphical Abstract
    • Abstract
  • In this paper, a typical two-story and three-span subway station is taken as the research object. The nonlinear dynamic time-history analysis method is adopted to conduct numerical simulation analysis on the model of the subway station and the upper bridge on soft site. A potential coupling failure mode of subway station and bridge is presented. The seismic interaction between the subway station and the upper bridge is studied. Numerical simulation results show that: the bridge has a little effect on the seismic response of the station, and the damage of the station mainly depends on the earthquake action and structure strength; the destruction of the subway station will cause a large horizontal and vertical deformation of the soil in adjacent areas, resulting in the bridge beam fall; after the destruction of the station, the bridge foundation makes the soil move towards the station, which aggravates the earthquake damage of subway station.
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    • References (25)
  • 董瑞. 2020. 地铁车站-桥梁耦联地震破坏机理及数值模拟[D]. 哈尔滨: 中国地震局工程力学研究所: 1–104.
    Dong R. 2020. Coupled Failure Mechanism of Subway Station-Bridge and Seismic Response Numerical Simulation[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 1–104 （in Chinese）.
    杜修力,马超,路德春,许成顺,许紫刚. 2017. 大开地铁车站地震破坏模拟与机理分析[J]. 土木工程学报,50(1):53–62.
    Du X L,Ma C,Lu D C,Xu C S,Xu Z G. 2017. Collapse simulation and failure mechanism analysis of the Daikai subway station under seismic loads[J]. China Civil Engineering Journal,50(1):53–62 (in Chinese).
    杜修力,李洋,许成顺,路德春,许紫刚,金浏. 2018. 1995年日本阪神地震大开地铁车站震害原因及成灾机理分析研究进展[J]. 岩土工程学报,40(2):223–236. doi: 10.11779/CJGE201802002
    Du X L,Li Y,Xu C S,Lu D C,Xu Z G,Jin L. 2018. Review on damage causes and disaster mechanism of Daikai subway station during 1995 Osaka-Kobe earthquake[J]. Chinese Journal of Geotechnical Engineering,40(2):223–236 (in Chinese).
    傅玉勇,闫澍旺,胡子学. 2009. 层状场地中地铁隧道对邻近建筑物地震反应的影响[J]. 建筑结构,39(11):46–49.
    Fu Y Y,Yan S W,Hu Z X. 2009. Effect of tunnels on earthquake response of ground and buildings along the subway in layered site[J]. Building Structure,39(11):46–49 (in Chinese).
    郭靖. 2013. 地下结构动力变形分析及其对地表建筑地震响应的影响研究[D]. 大连: 大连理工大学: 1−155.
    Guo J. 2013. The Dynamic Deformation Analysis of Underground Structures and its Influence on Seismic Response of Adjacent Surface Buildings[D]. Dalian: Dalian University of Technology: 1−155 （in Chinese）.
    郭靖,陈健云. 2013. 均质地基地铁车站对临近建筑层间位移角的影响[J]. 湖南大学学报(自然科学版),40(8):40–45. doi: 10.3969/j.issn.1674-2974.2013.08.008
    Guo J,Chen J Y. 2013. Influence of subway station buried in homogeneous foundations on the inter-story drift ratio of adjacent structures[J]. Journal of Hunan University (Natural Sciences),40(8):40–45 (in Chinese).
    郭靖,陈健云,余流. 2017. 隧道对地表临近既有建筑物层间位移影响分析[J]. 地下空间与工程学报,13(3):765–772.
    Guo J,Chen J Y,Yu L. 2017. Influence of tunnel on inter-story drift of adjacent structures[J]. Chinese Journal of Underground Space and Engineering,13(3):765–772 (in Chinese).
    何伟,陈健云. 2012. 地表建筑对地下车站结构地震响应的影响[J]. 振动与冲击,31(9):53–58. doi: 10.3969/j.issn.1000-3835.2012.09.011
    He W,Chen J Y. 2012. Influence of ground surface building on seismic response of underground station structure[J]. Journal of Vibration and Shock,31(9):53–58 (in Chinese).
    廖振鹏. 2002. 工程波动理论导论[M]. 第2版. 北京: 科学出版社: 213−231.
    Liao Z P. 2002. Introduction to Wave Motion Theories in Engineering[M]. 2nd ed. Beijing: Science Press: 213−231 （in Chinese）.
    杨书燕,姜忻良,李新国. 2007. 隧道对临近建筑物的地震反应影响分析[J]. 四川大学学报(工程科学版),39(3):41–46.
    Yang S Y,Jiang X L,Li X G. 2007. Analysis on seismic response effect of tunnel to nearby structure[J]. Journal of Sichuan University (Engineering Science Edition),39(3):41–46 (in Chinese).
    Dong R,Jing L P,Li Y Q,Yin Z Y,Wang G,Xu K P. 2020. Seismic deformation mode transformation of rectangular underground structure caused by component failure[J]. Tunn Undergr Space Technol,98:103298. doi: 10.1016/j.tust.2020.103298
    Doltsinis I S.1989. Advances in computational nonlinear mechanics[G]//Earthquake Input Definition and The Trasmitting Boundary Conditions.Vienna: Springer: 109–133.
    Montáns F J. 2000. Bounding surface plasticity model with extended masing behavior[J]. Comput Methods Appl Mech Eng,182(1/2):135–162.
    Wang H F,Lou M L,Chen X,Zhai Y M. 2013. Structure-soil-structure interaction between underground structure and ground structure[J]. Soil Dyn Earth Eng,54:31–38. doi: 10.1016/j.soildyn.2013.07.015
    Xu C S,Zhang Z H,Li Y,Du X L. 2020. Validation of a numerical model based on dynamic centrifuge tests and studies on the earthquake damage mechanism of underground frame structures[J]. Tunn Undergr Space Technol,104:103538. doi: 10.1016/j.tust.2020.103538
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