Based on the investigation conducted in China and other counties, a review of the apparent strength of the edge high strength concrete column-normal strength concrete slab joints was presented.

基于国内外试验结果，通过对高强混凝土柱与普通混凝土板边节点混凝土的表现强度计算方法进行了述评。

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For the same width board, you will change edges slower with higher binding angles, because you use large joints, far away from the board (knees and hips) in order to complete the edge change.

出于同样的宽度板，你会改变边沿较高的结合角度慢，因为您使用大关节，远离板(膝盖和髋)，以完成边缘的变化。

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