论文部分内容阅读
本文在分析、统计的基础上,提出了钢筋混凝土双向受弯构件最大裂缝宽度的统计公式,并对有关文献推荐的最大裂宽公式系数C_1作了修正,使单向受弯与双向受弯构件的最大裂缝宽度计算相连续。
On the basis of analysis and statistics, the statistical formula of the maximum crack width of the reinforced concrete biaxial bending members is proposed, and the maximum crack width formula coefficient C_1 recommended in the relevant literature is modified to make the unidirectional bending and biaxial bending members. The maximum crack width calculation is continuous.