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Stability analysis of novel ground anchor and beam string debris flow grid dam
更新时间：2025-05-26

    • Stability analysis of novel ground anchor and beam string debris flow grid dam

    • “In the field of stability research on new anchor tensioned string beam debris flow grid dams, experts analyzed local and overall stability based on simplified calculation methods, derived buckling load formulas, optimized design calculation software, and provided a basis for structural stability design.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 6, Pages: 1719-1729(2024)
    • 作者机构：

      1.兰州理工大学 土木工程学院，兰州 730050

      2.兰州理工大学 西部土木工程防灾减灾教育部工程研究中心，兰州 730050

      3.机械工业勘察设计研究院，西安 710043

      4.澳门大学 科技学院，澳门 999078

      5.陇东学院 土木工程学院，甘肃 庆阳 745000

    • DOI：10.13229/j.cnki.jdxbgxb.20221084    

      CLC： P642.23

    • Received：21 August 2022，

      Published：01 June 2024

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  • WANG Yong-sheng,LYU Bao-hong,WANG Jin-ke,et al.Stability analysis of novel ground anchor and beam string debris flow grid dam[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(06):1719-1729. DOI： 10.13229/j.cnki.jdxbgxb.20221084.

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