最后在试验结果分析的基础上，推导了碳纤维布加固钢筋混凝土双向大偏心受压柱的正截面承载力计算公式。

Finally, analysis of test results on the basis of the derived CFRP reinforced concrete two-way eccentric cross-section bearing capacity of columns is calculated.

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因此，加强碳纤维布加固钢筋混凝土双向偏心受压柱的研究是非常有必要的。

Therefore, the strengthening of CFRP reinforced concrete columns eccentric two-way research is very necessary.

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现讨论一种新型空间结构—组合式网格板柱结构，它使单向受力变为双向受力，从而形成三维受力体系。

This paper discusses a new spatial structure-composite grid slab column structure, which is designed to transform single way force into two-way force to form a spatial forcing system.

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