• 异形柱节点 - 引用次数：5

  Through non-linear analysis, the carrying capacity variation laws of high-strength R. C. special-shaped column joint were gained under different axial compression ratio. The validity of joint capacity formula was also tested.

  经过分析得到了高强混凝土异形柱节点承载力在不同轴压比情况下的变化规律，也验证了试验分析所提出的节点承载力公式的正确性。

  参考来源 - 高强混凝土异形柱框架节点抗震性能研究

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