Based on the analysis model and methods mentioned above, a computing program for ULCC analysis of cable-stayed bridges with plate-truss composite beam is developed.

• 基于上述分析模型和方法，编制了板析结合主梁斜拉桥极限承载力分析的计算程序，用中铁(武汉)大桥局芜湖长江低塔板析结合主梁斜拉桥的全桥模型试验结果和经典算例的计算结果，验证了本文力学模型、分析方法和计算程序的正确性。