• 压弯构件 - 引用次数：3

  For the compression-bending member, its neutral axis distribution curve c = f (z) includes two asymptotes: z = 0 and c = c0.

  对于压弯构件,其中性轴分布曲线c = f(z)有z = 0与c = c0两条渐近线。

  参考来源 - 钢筋混凝土矩形桥墩开裂刚度理论初探

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