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Static influence and damage classification on 32 m simply-supported box girder of the high-speed railway under pier transverse settlement
Civil Engineering | 更新时间：2024-08-15

    • Static influence and damage classification on 32 m simply-supported box girder of the high-speed railway under pier transverse settlement

    • “In the field of high-speed railway bridges, experts used ABAQUS finite element analysis to establish a CRTS III ballastless track bridge pier coupling model, studied the influence of uneven settlement of transverse bridge piers on track structures, and proposed damage classification and maintenance suggestions.”
    • Journal of Civil and Environmental Engineering   Vol. 46, Issue 2, Pages: 154-164(2024)

    • DOI：10.11835/j.issn.2096-6717.2023.045    

      CLC： U443.21

    • Received：03 November 2022，

      Published：25 April 2024

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  • YU Cuiying,YANG Qinjie,LUO Wenjun,et al.Static influence and damage classification on 32 m simply-supported box girder of the high-speed railway under pier transverse settlement[J].Journal of Civil and Environmental Engineering,2024,46(02):154-164. DOI： 10.11835/j.issn.2096-6717.2023.045.

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