为此，本文着重对受集中荷载的外贴碳纤维或钢板条带的钢筋混凝土加固双向板的受力性能进行了试验研究。

So far, a great deal of research work has been done for RC beams strengthened by bonded CFRP or steel plate, but only rather little for two-way RC slabs.

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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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