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对Ｔｒｏｓｔ法应用于配筋结构内力重分布计算的一般单筋梁公式以及适用于多层配筋的徐变换算截面性质法从原理到具体步骤进行了阐述，并用文献（１）中的算例，进行了实例计算。将计算结果与文献（１）的计算结果进行了比较，说明各种方法计算的结果具有合理的接近程度。本文系对混凝土与钢筋有粘结的情况所作的分析与计算，但同样的原理与方法也可适用于无粘结钢筋的计算（这时只须将文中应变相同的条件改为变形相同的条件即可）。
The general single-girder beam formula which is applied to calculate the internal force redistribution of reinforced structure and the method of cross-sectional property of creep transform which is suitable for multi-layer reinforcement are described from the principle to the concrete steps by Trost method. , Conducted an example calculation. Comparing the calculation results with the calculation results in literature (1) shows that the results calculated by various methods have reasonable approachability. This paper analyzes and calculates the bond between concrete and steel bar. However, the same principle and method can also be applied to the calculation of unbonded steel bar (in this case, only the same condition of strain should be changed to the same condition of deformation Can be).