正交风作用下猫道抗风稳定性研究

    Anti-wind Stability Analysis on Catwalk under Cross Wind Attack

    • 摘要: 结合一座中跨跨度为900m的四渡河大桥施工猫道的抗风稳定性研究,采用节段模型风洞试验与静力稳定性非线性计算相结合的方法,对悬索桥施工猫道在正交风作用下抗风稳定性进行了计算分析,介绍了施工猫道抗风稳定性非线性计算分析方法及其特点。

       

      Abstract: Researches the construction catwalk anti-wind stability of Siduhe bridge,whose midspan is 900 meter long.By means of section model tests in wind tunnel and static stability non-linear calculation to analyze the anti-wind stability of suspension bridge construction catwalk and introduce the non-linear calculation method and its features of construction calwalk.

       

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