Results of the computation along the whole span of SRC beam showed that the values of mid-span moment, strain and deformation are maximum, while the mid-span slip value is minimum.

• 给出徐变函数数学模型，应用钻弹性理论，建立钢骨混凝土梁徐变效应分析模型，研制钢骨混凝土梁徐变效应分析计算程序，研究了钢骨混凝土简支梁在徐变效应影响下的承载能力、应变变化、变形性能及交接面滑移等性能。