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Flexural behavior of composite continuous girders with concrete-filled steel tubular truss chords
更新时间：2025-05-26

    • Flexural behavior of composite continuous girders with concrete-filled steel tubular truss chords

    • “In the field of building structures, experts have established a calculation method for the flexural bearing capacity of steel-concrete truss chord composite continuous beams through model experiments and theoretical analysis, providing a solution for bridge design.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 6, Pages: 1665-1676(2024)
    • 作者机构：

      1.福建船政交通职业学院 土木工程学院，福州 350007

      2.福州大学 土木工程学院，福州 350116

    • DOI：10.13229/j.cnki.jdxbgxb.20221039    

      CLC： U441

    • Received：12 November 2022，

      Published：01 June 2024

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  • HUANG Han-hui,CHEN Kang-ming,WU Qing-xiong.Flexural behavior of composite continuous girders with concrete-filled steel tubular truss chords[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(06):1665-1676. DOI： 10.13229/j.cnki.jdxbgxb.20221039.

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