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Dynamic Response Analysis of a Double Main Girder Cable-stayed Bridge with Asymmetric Breakage of Tension Cables
更新时间：2025-07-01

    • Dynamic Response Analysis of a Double Main Girder Cable-stayed Bridge with Asymmetric Breakage of Tension Cables

    • “In the field of bridge engineering, experts establish nonlinear dynamic models based on fiber macro elements to analyze the impact of asymmetric cable breakage on the dynamic response of cable-stayed bridges, providing new ideas for bridge safety assessment.”
    • Advanced Engineering Sciences   Pages: 1-13(2025)

    • DOI：10.12454/j.jsuese.202500384    

      CLC： U448.22+4

    • Received：23 May 2025，

      Revised：2025-06-25，

      Published Online：22 September 2025，

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  • Wang Xiaoming,Deng Hua,Gao Lixiang,et al.Dynamic Response Analysis of a Double Main Girder Cable-stayed Bridge with Asymmetric Breakage of Tension Cables[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202500384.XXXX,XX(XX):1‒13.

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