摘要
本文根据试验统计回归建立的变形钢筋在陶粒砼中粘结锚固强度的计算公式，通过可靠度分析给出了钢筋的设计锚固长度，可供修订《轻骨料砼结构设计规程》和工程设计时参考。
in this paper, by way of experimental statistical regression and the calculating formula of bond-anchoring strength, the design of anchoring length has been proposed through the reliability analysis.This may serve as a reference for revising the L.C.Structure Design Code and be used in engineering practice.
