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本文简略介绍了作者所进行的双向偏心受压构件强度试验研究的结果,并在分析作者和国内外其他研究者所得到的大量试验数据的基础上,提出了钢筋混凝土双向偏心受压构件强度计算的一个新公式。该公式的计算结果能与试验结果较好符合,计算也尚简便,既可用于截面复核,又可直接进行截面设计(已编制了有关的计算表格)。
This article briefly introduces the results of the author’s strength test study of biaxial eccentric compression members. Based on the analysis of the authors and a large number of experimental data obtained by other researchers at home and abroad, the strength calculation of reinforced concrete biaxial eccentric compression members is proposed. A new formula. The calculation result of this formula can be in good agreement with the test results and the calculation is also simple. It can be used for both cross-section review and cross-section design (a relevant calculation table has been compiled).