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Earthquake⁃induced residual displacement analysis of simply supported beam bridge based on numerical simulation
更新时间：2025-05-26

    • Earthquake⁃induced residual displacement analysis of simply supported beam bridge based on numerical simulation

    • “In the field of bridge seismic resistance, experts have established finite element models based on ANSYS to analyze the residual displacement of bridges under seismic loads, providing theoretical basis for improving the resilience of bridge structures to disasters.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 53, Issue 6, Pages: 1711-1718(2023)
    • 作者机构：

      1.吉林大学 交通学院， 长春 130022

      2.长春市建设工程安全监督站， 长春 130033

      3.吉林省交通信息通信中心， 长春 130021

      4.吉林省交通规划设计院， 长春 130021

      5.东南大学 交通学院， 南京 210018

    • DOI：10.13229/j.cnki.jdxbgxb.20230117    

      CLC： U442.55

    • Received：08 February 2023，

      Published：01 June 2023

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  • GU Zheng-wei,ZHANG Pan,LYU Dong-ye,et al.Earthquake⁃induced residual displacement analysis of simply supported beam bridge based on numerical simulation[J].Journal of Jilin University(Engineering and Technology Edition),2023,53(06):1711-1718. DOI： 10.13229/j.cnki.jdxbgxb.20230117.

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