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本文阐述钢索结构的计算简化模型。根据弹性结构的计算理论,建立钢索变形后的强度、位移和张角的方程式,用有限分析法化为数值解,并用首次研制的有限分析计算软件系统进行数值计算。
This article describes a simplified computational model of the cable structure. According to the calculation theory of elastic structure, the equations of strength, displacement and opening angle of steel cable are established, and the numerical analysis is made by the finite analysis method. The finite element analysis software system developed for the first time is used for numerical calculation.