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Calculation method of out-of-plane elastic stability bearing capacity for concrete-filled steel tubular arch bridges with circular tube ribs
更新时间：2025-05-26

    • Calculation method of out-of-plane elastic stability bearing capacity for concrete-filled steel tubular arch bridges with circular tube ribs

    • “In the field of bridge engineering, experts have derived a formula for calculating the critical buckling load of a single circular steel tube concrete arch bridge considering shear deformation, providing an accurate solution for bridge design.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 10, Pages: 2930-2940(2024)
    • 作者机构：

      1.福州大学 土木工程学院， 福州 350108

      2.福州大学 可持续与创新桥梁福建省高校工程研究中心， 福州 350108

      3.福建工程学院 土木工程学院， 福州 350118

    • DOI：10.13229/j.cnki.jdxbgxb.20221582    

      CLC： TU391

    • Received：10 December 2022，

      Published：01 October 2024

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  • HUANG Qing-wei,WU Qing-xiong,CHEN Bao-chun,et al.Calculation method of out-of-plane elastic stability bearing capacity for concrete-filled steel tubular arch bridges with circular tube ribs[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(10):2930-2940. DOI： 10.13229/j.cnki.jdxbgxb.20221582.

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