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Research on the Mechanical Performance and Force Transmission Mechanism of the Hybrid Tower Joint Section in Cable-stayed Bridges Under Eccentric Loading
CIVIL ENGINEERING | 更新时间：2026-01-24

    • Research on the Mechanical Performance and Force Transmission Mechanism of the Hybrid Tower Joint Section in Cable-stayed Bridges Under Eccentric Loading

    • “In the field of bridge engineering, experts have explored the stress characteristics of the hybrid tower joint section of cable-stayed bridges, providing new ideas for bridge design.”
    • Advanced Engineering Sciences   Vol. 57, Issue 3, Pages: 171-183(2025)

    • DOI：10.12454/j.jsuese.202300599    

      CLC： U443.22

    • Received：04 August 2023，

      Revised：2023-12-29，

      Published Online：22 May 2024，

      Published：20 May 2025

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  • SUN Ying, ZHENG Jialong, ZHUO Weidong, et al. Research on the Mechanical Performance and Force Transmission Mechanism of the Hybrid Tower Joint Section in Cable-stayed Bridges Under Eccentric Loading[J]. Advanced Engineering Sciences, 2025, 57(3): 171-183. DOI： 10.12454/j.jsuese.202300599.

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Related Institution

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