摘要
不规则钢筋砼板的计算,目前尚无明确的方法和统一的计算结果。本文探讨不规则的钢筋砼板在极限状态下承载能力的计算方法。用屈服线分析法求板的承载能力的数值解,对角部效应的影响提出了补偿内力功的概念,采用局部配置板顶钢盘的方法。
Based on yield line theories,a practical analysis approach is presented for irregular reinforced plates,and the data solution for the load -carrying behavior of plates is obtained.Angle effect is solved by adding upper steel bar for the plates.
