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Study on the section form of steel-concrete composite pylon under hysteretic load
更新时间：2024-09-25
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    • Study on the section form of steel-concrete composite pylon under hysteretic load

    • “在桥梁工程领域，最新研究揭示了钢壳-混凝土组合索塔截面构造的优化方法。通过滞回试验，比较了加劲肋-钩筋截面与隔舱式截面的性能，分析了约束效应的影响，并探讨了钩筋直径和钢壳厚度对结构性能的作用。研究指出，双向均衡约束的隔舱式截面表现更佳，钩筋直径增加可提高位移延性，而钢壳厚度对延性的影响具有双重性。”
    • Advanced Engineering Sciences   Pages: 1-10(2024)

    • DOI：10.12454/j.jsuese.202400576    

      CLC： U443.2

    • Published Online：25 September 2024，

      Received：23 July 2024，

      Revised：31 August 2024，

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  • WU Jianli,LIANG Huanwei,XU Chunrong,et al.Study on the section form of steel-concrete composite pylon under hysteretic load[J].Advanced Engineering Sciences,XXXX,XX(XX):1‒10. DOI： 10.12454/j.jsuese.202400576.

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